A.  F.  WAGNER  ARCHITECTURAL 

IRON  WORKS 

Office  and  Works:  763  to  771  North  Water  Street 


Milwaukee,  Wisconsin 


Manufacturers  of 


STRUCTURAL  -  ARCHITECTURAL 


ORNAMENTAL  IRON  WORK 


Catalog  Number  7 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

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PASSENGER  ELEVATOR  DOORS 

Most  passenger  elevator  doors  are  of  the  sliding  type,  either  single  slide,  two-speed,  three- 
speed,  or  center  opening  arrangements.  They  may  also  be  made  with  one  door  sliding  on  another 
which  is  hinged  at  the  side  to  swing  both  doors  out  when  the  entire  opening  is  needed — a  type  gen¬ 
erally  used  where  only  one  shaft  is  available  for  both  passengers  and  freight. 

Both  hollow  metal  and  Kalomein  constructions  are  widely  used  in  all  the  above  arrangements. 
They  may  be  designed  for  any  number  or  size  of  lights,  although  the  most  inexpensive  style  is 
the  single  panel  in  either  metal  or  glass.  A  special  door  for  passenger  elevator  use  has  been  de¬ 
veloped  in  the  “Universal”  (V-U)  door  described  below  and  illustrated  on  opposite  page. 

TYPE  V-U  SLIDING  AND  SWINGING  DOORS 

Sliding  Type 

Description  and  Use — These  doors  are  designed  for  use  on  Passenger  Elevator  shaft  openings 
where  a  good  appearance  must  be  combined  with  a  moderate  price.  They  have  the  good  qualities 
of  the  hollow  metal  door  without  the  excessive  cost  which  attends  its  installation,  and  can  be  fur¬ 
nished  in  many  different  designs  to  fit  surrounding  conditions. 

In  general  we  prefer  to  furnish  the  doors  only,  allowing  the  purchaser  to  provide  the  sills, 
frames  and  hardware,  but  where  so  desired,  we  will  furnish  the  entire  installation  as  one  unit. 
Any  standard  type  of  hanger  may  be  used  in  connection  with  the  standard  reinforcing  which  is 
placed  in  the  top  of  the  door,  and  where  barlocks  or  closers  are  used,  we  will  include  proper  rein¬ 
forcing  if  instructed  to  do  so.  See  opposite  page  for  details. 

Specifications — Furnish  V-U  type  doors  are  sold  by  A.  F.  Wagner  Architectural  Iron  Works.  The 
top  and  middle  rails  and  the  stiles  to  be  3 y2"  wide,  the  bottom  rail  to  be  10"  wide.  All  stiles  and  rails 
to  be  1%"  thick  and  constructed  of  No.  18  gauge  furniture  metal.  Stiles  and  rails  must  be  inter¬ 
locked  together,  electrically  welded  and  then  filled  and  rubbed  so  that  the  joints  are  smooth. 
Where  shown  on  details,  cork  deadening  strips  are  to  be  inserted  in  stiles  and  rails.  Tee  shaped 
guide  strips  are  to  be  attached  to  the  bottom  of  the  door  and  so  designed  as  to  travel  freely  in 
the  slots  provided  in  the  sills. 

Where  panels  of  the  single  thickness  type  indicated  by  the  suffix  “S”  are  desired,  the  panel  is 
to  be  constructed  of  one  sheet  of  No.  18  gauge  furniture  metal.  Where  panels  of  the  double 
thickness  type  indicated  by  the  suffix  “D”  are  desired,  the  panel  is  constructed  of  two  sheets  of 
No.  20  gauge  furniture  metal  separated  by  y±  composition  board  the  entire  area  of  the  panel. 

In  either  case,  the  metal  of  the  panel  must  be  fastened  to  the  metal  of  the  stiles  and  rails  by 
means  of  interlocking  joints  lapping  over  the  ends  of  the  panel  %"  on  the  elevator  side  of  the  door. 
The  joints  between  the  stiles,  rails  and  panels  shall  be  concealed  by  continuous  moldings  secured 
by  lock  strips  attached  to  the  body  of  the  door.  No  exposed  screws  or  bolts  will  be  allowed  in  the 
construction  of  this  door. 

Where  glass  panels  occur,  removable  moldings  are  to  be  provided,  these  moldings  being  se¬ 
cured  in  place  by  means  of  oval  head  screws. 

Enameling — Where  so  specified  these  doors  can  be  finished  in  baked  enamel  of  the  flat  solid  color 
type  or  in  a  grained  finish  to  match  the  surrounding  woodwork. 

Frames — Pressed  steel  frames  of  the  one-piece  type  are  largely  used  with  this  door  when 
shopcoat  finish  is  specified. 

The  combination  of  false  frame  and  casing  is  used  where  enameled  work  is  desired.  See 
page  37. 

Where  frames  are  bought  locally  care  should  be  used  to  see  that  lintel  filler  plate  and  vertical 
facia  plates  are  provided. 

Glazing — We  do  not  include  glass  in  any  of  our  quotations.  We  will  construct  the  doors  for 
the  reception  of  glass,  arranged  according  to  any  of  the  standard  designs  shown. 

When  ordering  V-U  type  doors,  much  time  will  be  saved  if  there  is  included  with  the  order  a 
sketch  showing  the  frame  and  sill  construction  and  the  sideroom  and  clearance  which  is  available. 

Swinging  Type 

For  openings  where  the  Underwriters’  label  is  not  required,  a  considerable  saving  in  cost  may 
be  made  by  using  swinging  doors  of  similar  construction  to  that  shown  on  opposite  page,  instead 
of  the  more  expensive  design  of  hollow  metal  doors.  The  wearing  qualities  and  finish  of  the  two 
types  of  doors  are  practically  equal. 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

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PASSENGER  ELEVATOR  DOORS 


HerwooUJ  M$lK>o  through  Mxmblj  o <  frnnw  and  l-o-»petd  dooo  with  hio|cd  panel  Tjpe  VU  J&IX 


4 


Vertical  Mellon  through  •••rmbly  ol  hanger  v  frame, 
•dl  and  luotprcd  door*  with  hinged  panel. 

Tgpa  VUJO-D. 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

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HOLLOW  METAL  AND  KALAMEIN  DOORS 

“Holl-O-Metal” 

For  use  in  office  buildings,  theaters,  hotels,  hopsitals,  public  buildings,  stores,  etc. 

Construction — Doors  are  made  of  No.  20  furniture  steel.  Panels  are  insulated  to  retard  the  transmission  of  heat 
from  one  side  to  the  other  by  compressed  asbestos  board,  fe  in.  thick,  placed  between  steel  plates  forming  panels. 
The  interior  surface  of  stiles  and  rails  is  insulated  to  deaden  metallic  sound  and  retard  the  transmission  of  heat. 
All  seams  are  interlocking  and  all  joints  process  welded  at  miters  so  as  to  make  them  invisible.  The  rails  are 
reinforced  with  steel  stiffeners  secured  and  welded  to  them  and  extending  the  full  width  of  the  door.  Steel  rein¬ 
forcement  is  provided  for  hardware.  See  page  39  for  details  and  paneling  styles. 

Finish — Holl-O-Metal  doors  are  regularly  finished  in  prime  coat  but  can  be  furnished  in  any  flat  color  or  grained 
to  match  any  wood  or  other  material. 

Frames  and  Trim — Designed  for  office  buildings,  theaters,  hotels,  hospitals,  public  buildings,  stores,  residences, 
etc.  Trim  and  moldings  are  made  in  a  large  number  of  styles  and  shapes.  (See  page  37.) 

Underwriters’  Approval — Doors,  frames  and  trim  have  been  approved  by  the  Underwriters’  Laboratories,  Inc.,  of 
the  National  Board  of  Fire  Underwriters  after  thorough  examination  (and  tests.  They  are  regularly  inspected 
and  labeled  at  our  factory  for  openings  in  stair  and  elevator  shafts,  corridors,  partitions  and  exterior  walls. 
Limitations:  Single  swinging  doors  for  openings  not  exceeding  4'  in  width  nor  10'  in  height;  doors  in  pairs  for 
openings  not  exceeding  8'  in  width  nor  10'  in  height.  Glass  panels  allowed  in  fire-escape  openings  up  to  720  sq. 
inches,  not  exceeding  54"  in  height.  For  corridor  and  room  partitions  glass  panels  may  not  exceed  1296  square 
inches. 


Specifications : — 

(1)  Hollow  Metal  Fireproof  Doors — All  door  openings  where  so  indicated  on  the  drawings  shall  be  hung  with 
Hollow  Metal  Fireproof  Doors  as  sold  by  A.  F.  Wagner,  Architectural  Iron  Works. 

(2)  Work  to  be  Furnished  by  the  Manufacturer — The  manufacturer  shall  furnish,  freight  allowed  to  freight  sta¬ 
tion  nearest  building  site,  the  following  material:  (a)  Hollow  Metal  Fireproof  Doors  for  all  openings  as  required 
by  the  drawings;  (b)  all  doors  to  be  properly  crated  for  shipment. 

(3)  Sizes — All  doors  shall  be  1%  in.  thick  and  of  sizes  as  indicated  by  the  drawings. 

(4)  Finish — All  doors  shall  be  finished  as  follows:  [describe  finish  desired  for  the  various  doors].  Samples  of 
finish  to  be  submitted  for  the  architect’s  approval. 

(5)  Hardware — All  hardware  intended  to  be  attached  to  doors  shall  be  furnished,  carrying  charges  prepaid,  by 
the  (hardware)  contractor  at  the  factory  of  the  manufacturer.  This  hardware  shall  be  fitted  to  the  doors  by  the 
manufacturer  before  shipment. 

(6)  Glazing — Doors  when  so  indicated  on  the  drawings  shall  be  arranged  for  glazing  by  the  manufacturer; 
glazing  to  be  done  by  others. 

(7)  Hanging — Doors  shall  be  hung  by  the  general  contractor. 

(8)  Shop  Drawings — The  manufacturer  shall  furnish  shop  drawings  in  duplicate  for  the  architect’s  approval. 

(9)  Underwriters’  Approval — All  doors  described  under  the  heading  of  hollow  metal  fireproof  doors  shall  bear 
the  Underwriter’s  Laboratories,  Inc.,  label  for  the  service  for  which  they  are  intended. 

NOTE:  In  specifying  Kal-O-Mine  doors  mention  whether  they  are  to  be  labeled  or  non-labeled. 


KAL-O-MINE  (Metal  Covered) 

The  paneled  metal-covered  or  Kal-O-Mine  doors  and  frames  are  widely  used  where  the  cost  of  Holl-O-Metal  ma¬ 
terial  is  prohibitive.  The  chief  objection  to  this  type  of  construction  is  due  to  the  many  inferior  Kalamein  prod¬ 
ucts  which  have  been  on  the  market  and  have  failed  to  stand  up.  We  do  not  offer  price  competition  with  these 
doors  which  have  sold  at  prices  lower  than  ours  for  these  reasons: 

1.  Our  cores  are  built  of  kiln-dried  lumber  pi-operly  tenoned  and  constitute  good  doors  even  before  the  metal 
covering  is  applied,  while  some  Kalamein  doors  are  light  metal  shells  filled  with  pieces  of  wood,  offering  little 
resistance  to  wear  and  tear. 

2.  Our  moldings  are  of  hollow  metal  type,  cold  drawn  furniture  metal,  while  some  moldings  are  stamped  from 
sheets  and  others  are  merely  formed  over  small  wood  cores. 

3.  Our  panels  and  moldings  are  interlocked  in  assembling  to  stiles  and  rails  while  some  moldings  are  nailed  or 
tacked  on  with  small  nails. 

4.  Our  stiles  and  rails  as  well  as  moldings  are  drawn  in  a  straight  line  with  sharp  corners,  while  many  Kala¬ 
mein  doors  show  wavy  lines  instead  of  clean-cut  drawn  lines. 

5.  Our  labeled  Kal-O-Mine  doors  are  furnished  with  an  approved  steel  frame  while  some  “labeled”  Kalamein 

doors  are  sold  with  non-labeled  Kalamein  frames  which  are  not  acceptable  to  the  Underwriters. 

Our  Kal-O-Mine  doors  offer  a  saving  compared  with  hollow  metal  but  without  sacrificing  quality  in  appearance  or 
endurance. 

Finish — Kal-O-Mine  doors  are  regularly  finished  in  prime  coat,  but  can  be  enameled  in  flat  color  or  grained  to 
match  other  trim. 

For  Underwriters’  approval  and  specifications  see  same  headings  above,  under  “Holl-O-Metal.”  See  page  39  for 
details  and  styles  of  paneling. 


5 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 


No.  4  No  2  No.  3  No  6  No.  17  No.  5  No.  21  No. 19 

No  9  No  I  No.  7  No  24  No.  8  No.lO  No.  12  No.l4 

UPPER  LINE  INDICATES  SOLID  PANELS  LOWER  LINE  INDICATES  GLASS  PANELS 


□  □ 
□  □ 
□  □ 
□  □ 


No.  1 8  No.  22  No.  23  No  13  No.  15  No.  16  No.  1 1  No.  20  No.  25  No.  26  No.  27 

GLASS  PANELS 


J1  . JL 

- 

31. .  .  . 

L 

No.  28 


SECTION  THRU 
TOP  RAILOF  DOOR 


KAL-O-MINE  DOOR 
FRAME  5,  TRIM 


HOLLOW  METAL 
DOOR,  FRAME  &  TRIM 


Standard  Styles  and  Details  of  Holl-O-Metal  and  Kal-O-Mine  Doors 


6 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

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Details  of  Stock  Trim  and  Moulding  and  Hollow  Metal  Jambs 


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i_J  J 


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DETAILS  OF  CONSTRUCTION 
HOLLOW  METAL  JAMBS  LABELED 


7 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

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ROLLING  FIRE  DOORS 


We  sell  all  types  of  steel  rolling  doors  and  shutters.  They  are  composed  of  steel  interlocking  slats  that  coil 
above  opening,  being  counterbalanced  by  springs.  Ends  of  slats  travel  up  and  down  in  grooves  bolted  at  each 
side  of  opening.  The  slats  are  rolled  channel-shaped,  affording  greatest  strength  with  least  material;  and  have 
a  close,  tight  joint  that  is  practically  smoke,  fire  and  weather-proof.  Ends  of  slats  are  reinforced  with  end  lock, 
which  prevents  longitudinal  separation,  takes  the  wear,  and  reduces  friction  in  grooves.  Either  side  of  slat  sheds 
water. 

Installation — Doors  are  placed  to  coil  above  the  opening  or  under  the  lintel.  They  require  3  inches  to  6 
inches  sideroom  and  15  inches  headroom  for  openings  12  feet  0  inches  high  or  less,  and  1  inch  headroom  addi¬ 
tional  per  foot  of  height  above  this. 

Operation — Doors  may  be  operated  by  hoist,  gearing,  or  simply  by  hand,  to  suit  any  conditions.  If  used 
as  fire-doors  they  can  be  equipped  with  automatic  closing  device,  when  specified.  The  automatic  device  in¬ 
cludes  a  governor  which  prevents  rapid  closure  that  would  injure  the  door  or  menace  human  life.  Besides  man¬ 
ual  and  geared  hoist  operation,  we  can  furnish  crank  hoist  for  extremely  heavy  shutters  and  can  arrange  to 
operate  the  door  on  the  opposite  side  of  the  wall  from  that  on  which  it  is  installed. 

Advantages — These  doors  are  classed  among  the  best  fire-retardants  for  window,  door,  partition,  elevator- 
shaft,  and  fire-wall  openings.  They  are  neat  in  appearance,  occupy  very  little  room,  and  if  properly  cared  for 
will  last  for  years.  Blue-prints  and  instructions  for  erection  are  sent  with  each  shipment. 

Underwriters’  Approval — Our  doors  and  shutters  are  approved  by  the  National  Board  of  Fire  Underwriters, 
and  are  regularly  inspected  and  labeled  by  the  Underwriters’  Laboratories,  Inc.,  as  follows: 


INFORMATION  SHEET 


Showing  a  few  standard  types  of  Lintel  Construction,  Jamb 
Guards  and  Sills. 

When  ordering  Rolling  Doors,  prompt  service  icill  be  facili¬ 
tated  if  the  dimensions  denoted  by  the  various  letters  are 
furnished  with  the  order. 


FIRE  SHUTTERS  FOR  OPENINGS  IN  EXTE¬ 
RIOR  WALL 

Labeled  for  openings  not  exceeding  100  square 
feet  in  area  nor  12  feet  in  width  or  height.  Shut¬ 
ters  listed  under  this  label  are: 

Construction  Nos.  60  D-M,  D-H,  U-M,  U-H,  D-C 
and  D-H-TW.  See  Page  34. 

Construction  Nos.  61  D-M,  D-H,  D-H-TW,  U-M, 
U-H.  See  Page  34. 

Where  it  is  desired  to  have  the  door  closed  auto¬ 
matically,  the  automatic  feature  is  applied  to  any 
of  the  above  types. 

FIRE  DOORS  FOR  OPENINGS  IN  VERTICAL 
HATCHES 

Labeled  for  openings  not  exceeding  80  square 
feet  in  area  nor  12'  0"  in  height  or  width. 
Construction  No.  33  D-M — Page  No.  34. 
Construction  No.  33  D-H — Page  No.  34. 
Construction  No.  33  D-H-TW. 

Construction  No.  33  U-M. 

Construction  No.  33  U-H. 

FIRE  DOORS  FOR  OPENINGS  IN  CORRIDOR 
OR  ROOM  PARTITION 

These  doors  are  identical  with  those  for  Ver¬ 
tical  Hatches. 

FIRE  DOORS  FOR  OPENINGS  IN  FIRE  OR 
DIVIDING  WALLS 

Labeled  for  openings  not  exceeding  80  square 
feet  in  area  nor  12'  0"  in  height  or  width. 

To  get  maximum  credit,  a  door  must  be  in¬ 
stalled  on  both  sides  of  wall. 

Construction  No.  33-33-D-M  and  D-H — Page 
No.  34. 

Construction  No.  33-3-U-M  and  U-H — Page 
No.  34. 

FIRE  SHUTTERS  FOR  EXTERIOR  WINDOW 
OPENINGS 

Labeled  for  openings  not  exceeding  100  square 
feet  in  area  nor  12'  0"  in  height  or  width. 
Construction  No.  65  D-M-0  and  D-C-O. 
Construction  No.  65  U-M  and  U-C. 


8 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

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ROLLING  STEEL  DOORS 

The  nomenclature  by  numbers  and  letters  has  been  selected  with  the  idea  of  furnishing  a  simple 
and  exact  method  of  identifying  each  door  without  further  description.  In  general,  there  are  two 
types  of  Rolling  Doors.  The  first  type  consists  of  those  mounted  on  the  face  of  the  wall  for  which 
“D”  brackets  are  furnished  and  to  which  are  given  the  letter  “D.”  In  the  second  class  belong  all 
of  those  mounted  under  the  lintel  and  which  we  desigate  by  the  letter  “U.” 

The  second  letter  always  refers  to  the  method  of  operation — “M”  for  manual,  “H”  for  hoist  and 
“C”  for  crank.  The  letters  “I”  and  “O”  refer  to  the  position  of  the  shutters,  whether  on  the  in¬ 
side  or  outside  of  the  building. 

Where  shutters  are  placed  on  one  side  of  the  wall  and  operated  from  the  opposite  side  by  a  chain 
hoist,  the  letters  “TW”  are  used.  The  numbers  refer  to  the  particular  classification  and  use  for 
which  the  door  is  designed,  and  taken  in  connection  with  the  letters  described  above,  give  a  very 
complete  specification  of  the  door  and  the  purpose  for  which  it  is  to  be  used. 

Construction  No.  20: — Simple  type  of  non-labeled  shutter  mounted  on  face  of  the  wall.  (See 
Page  34  for  illustration.) 

Construction  No.  41: — Simple  type  of  non-labeled  shutter  mounted  under  the  lintel. 

These  two  types  are  most  frequently  used  on  exterior  openings  not  exposed  to  fire  hazards  and 
are  not  automatic  unless  so  specified.  They  are  made  in  various  gauges  according  to  the  size  and 
location  of  the  openings  and  are  operated  manually  or  with  chain  hoists.  Construction  No.  20  can 
also  be  operated  with  crank  arrangement  or  by  a  chain  hoist  from  opposite  side  of  wall. 

Construction  No.  60: — Simple  type  of  labeled  shutter  mounted  on  face  of  wall  or  under  lintel  as 
desired. 

This  type  is  not  automatic  and  is  generally  used  on  exterior  openings,  adjacent  to  a  fire  hazard 
which  is  not  sufficiently  close  to  necessitate  the  use  of  automatic  shutters.  This  type  is  similar 
in  appearance  to  Type  No.  41  under  lintel  and  No.  20  on  face  of  wall,  with  the  exception  that  all  the 
requirements  of  the  Underwriters’  Laboratories  have  been  met  and  the  door  bears  their  label. 

Construction  No.  61: — This  type  is  identical  in  construction  with  No.  60  except  that  it  is 
equipped  with  automatic  closing  device.  This  type  is  generally  used  on  exterior  openings  where 
fire  hazards  occur  sufficiently  close  to  cause  the  Underwriters  to  demand  automatic  closing  de¬ 
vices. 

Construction  No.  33:— -This  construction  is  made  in  No.  20  gauge  or  heavier  if  size  of  openings 
require.  It  is  labeled  by  the  Underwriters  for  use  on  Vertical  Hatches  and  Corridor  and  Room  Par¬ 
titions  and  is  always  automatic.  Must  have  continuous  End  Locks  and  Baffle  Plates  and  Governor. 
This  construction  is  mounted  either  under  the  lintel  or  on  the  face  of  the  wall  and  is  operated  man¬ 
ually  or  by  means  of  Chain  Hoist  from  either  side  of  wall  as  desired. 

Construction  No.  33-33: — This  type  is  similar  in  construction  to  No.  33  except  that  it  is  always 
made  of  No.  16  gauge  material  and  is  labeled  by  the  Underwriters  for  use  on  fire  walls.  This  type 
is  mounted  on  face  of  wall  only,  and  is  operated  either  manually  or  by  means  of  Chain  Hoist  as  de¬ 
sired. 

Construction  No.  33-3: — This  type  is  similar  in  construction  to  Type  No.  33-33  except  that  it  is 
mounted  under  the  lintel  only.  (See  Page  34  for  illustration.)  Where  openings  occur  in  fire  walls 
it  is  necessary  to  protect  each  opening  with  one  of  types  33-33  or  33-3  on  each  side  of  the  wall. 

Whenever  automatic  labeled  doors  are  supplied  on  openings  of  such  size  as  to  necessitate  the  use 
of  auxiliary  gearing,  automatic  drop  hoists  are  supplied  as  shown  on  Page  34,  Figure  4. 

Construction  No.  65: — These  shutters  are  used  exclusively  on  windows  exposed  to  fire  hazards 
and  are  mounted  either  on  the  face  of  the  wall  or  under  the  lintel.  This  type  is  similar  in  con¬ 
struction  to  No.  60  except  that  it  is  equipped  with  Testing  Device  so  that  the  shutters  can  be  tripped 
from  the  outside  of  the  building  without  releasing  the  fuse  link.  The  shutter  is  put  in  operation 
again  by  raising  it  to  an  open  position  with  a  pole.  Where  shutters  are  of  large  size  a  reduction 
gear  attachment  is  applied  by  means  of  which  the  shutter  can  be  raised  with  a  crank. 


9 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

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ROLLING  STEEL  DOORS 


(  1  Fig.  2 

m  | 

Fig.  1 

Construction  No.  20-D-M-I  NOX-LABELED.  Figure  1.  This  type  of  door  is  adapted  to  small  and  medium  sized  open¬ 
ings;  mounted  on  face  of  wall;  operated  manually  by  handle  on  bottom  bar  and  equipped  with  slide  bolts  for  locking.  Door 
is  shown  attached  to  inside  of  exterior  wall,  slats  turned  to  shed  water  from  the  flat  side.  Manufactured  in  Nos.  22  and  20 
gauges,  slat  No.  2. 

Construction  No.  20-D-M-O  NON-LABELED.  This  type  is  similar  in  appearance  to  the  above  type  except  that  shutter  is 
mounted  on  the  outside  face  of  exterior  wall,  the  slats  being  assembled  with  the  loop  turned  down. 

Construction  No.  60-D-M-I  and  No.  60-D-M-O  LABELED.  These  types  similar  in  appearance  to  the  No.  20  construction 
shown  above.  Provisions  are  made  for  expansion  and  all  other  specifications  complied  with  to  secure  labels  from  Underwriters’ 
Laboratories. 

Figure  2  shows  the  same  doors  equipped  with  hoist  (No.  20-D-H-I,  etc.,  see  page  33  regarding  nomenclature). 


Fig.  3 

Construction  No.  61-D-M  LABELED — Manually  Operated.  „ _  _ _ 

Exterior  Walls.  Approval — Single  door  mounted  on  face  of  wall  opening  not  over 
12'  0"  in  height  or  width. 


Fig.  4 

Figure  3.  Face  of  wall  construction  for  use  on  openings  in 
100  square  feet  in  area,  nor  more  than 


Construction  No.  33-D-M  LABELED — Manually  Operated.  Face  of  wall  construction  for  use  on  openings  in  Vertical  Shafts, 
Loom  and  Corridor  Partitions.  Approval — Single  door  mounted  on  face  of  wall  opening  not  over  80  square  feet  in  area,  not 
exceeding  12'  0"  in  width  or  height.  For  full  description  of  operation  and  uses,  see  page  33  Sectional  view  shows  bracket 
with  housing  removed. 


Figure  4  shows  the  same  doors  equipped  with  hoist  (61-D-H  labeled  and  33-D-H  labeled). 


_  Construction  No.  33-33-D-M  LABELED.  Figure  5.  Manually  operated  face  of  wall  construction  for  use  on  openings  in 
lire  walls.  Approval — Doors  installed  both  sides  of  wall  in  opening  not  to  exceed  80  square  feet  in  area  nor  12  feet  in  height 
or  width.  Releasing  mechanism  and  general  construction  identical  with  that  shown  under  Construction  No.  33  D-M,  figure  3. 

„p2P^.trructJ0*1  N'-  33-33-D-H  LABELED.  Chain  operated  face  of  wall  construction.  Approval — Same  as  Construction  No. 
33-33-D-M.  Releasing  mechanism  and  general  details  same  as  Construction  No.  33-D-H,  figure  4. 

Construction  No.  33-3-U-M  LABELED.  Figure  6.  Manually  operated,  between-jamb  construction  for  use  on  openings  in 
lire  walls.  Approval — Doors  installed  both  sides  of  wall  in  opening  not  to  exceed  80  square  feet  in  area  nor  12  feet  in  height 
or  width.  This  double  curtain  construction  to  be  mounted  in  opening  with  opposed  coils,  where  wall  thickness  will  permit,  and 
with  superimposed  coils  for  walls  of  less  thickness. 

Construction  No.  33-3-U-H  LABELED.  Chain  operated  between  jamb  construction  for  larger  openings,  where  mechanical 
means  for  operating  shutters  are  desired.  This  construction  conforms  in  all  respects  to  Construction  No.  33-3-U-M,  except 
for  the  chain  operator. 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

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ROLLING  STEEL  DOORS 


Specifications 

,  Steel  Rolling:  Doors  and  Shutters — All  door  (and  window)  openings  (where  indicated  on  drawings)  (marked 
rolling  doors  or  shutters)  shall  be  equipped  with  Type  No.  - — Steel  Rolling  Doors  [or  Shutters]  of  standard  steel  con¬ 
struction  as  sold  by  A.  F.  Wagner  Architectural  Iron  Works. 

(2)  Work  to  be  Furnished  by  Manufacturer — The  manufacturer  shall  furnish  the  following  material:  (a)  Type  No. — Variety 
Rolling  Steel  Doors  Lor  Shutters]  of  standard  steel  construction  including  curtain,  hood,  guides,  [hoisting  device]  [automatic  clos¬ 
ing  device],  etc.  complete;  (b)  all  bolts,  anchors  or  other  parts  required  to  properly  secure  and  tit  the  equipment  to  the  walls  of 
the  building;  (c)  drawings  and  full  directions  required  for  erection;  (d)  all  steel  curtains  to  be  galvanized  and  all  parts  primed 
with  1  coat  of  metallic  paint;  (e)  all  parts  to  be  properly  crated  for  shipment. 

(3)  Underwriters’  Approval — Where  so  indicated  on  the  drawings  the  doors  shall  be  equipped  with  fusible  link  and  automatic 
closing  device  and  shall  bear  the  label  of  the  Underwriters’  Laboratories,  Inc. 

(4)  Wicket  Doors — Wicket  doors,  including  all  necessary  hardware,  shall  be  provided  in  openings  where  so  indicated  on 
drawings. 

(5)  Erection — The  manufacturer  shall  erect  the  entire  equipment  in  a  substantial  manner  and  upon  completion  shall  leave 
the  installation  in  perfect  working  order. 

(6)  Finish  Painting — The  painting  contractor  shall  applv  2  coats  of  lead  and  oil  paint  to  all  parts  exposed  to  view  after  erec¬ 
tion.  Final  coat  to  be  tinted  in  color  to  be  selected  by  the  architect. 


Construction  No.  41-U-H  NON-LA- 
DELED.  Figure  7  shows  application  of 
chain  hoist  to  doors  mounted  under  the 
lintel.  Brackets  and  grooves  may  be  re¬ 
cessed  into  jambs  where  projection  of 
grooves  into  the  opening  is  undesirable. 

Construction  No.  GO-U-H  LABELED. 
This  type  is  similar  in  appearance  to  No. 
41-U-H.  Provisions  are  made  for  expan¬ 
sion  and  all  other  specifications  complied 
with  to  secure  labels  from  Underwriters’ 
Laboratories.  Guides  and  brackets  must 
be  recessed  into  the  jambs. 

Construction  41-U-M  non-labeled  and  60- 
U-M  labeled  are  similar,  omitting  hoist. 


Detail  of  Baffle  Plate 


Governor  or  brake 
used  with  automatic 
closing  types — a  centrif¬ 
ugal  device  preventing 
the  slamming  of  our 
doors  when  automati¬ 
cally  released  by  the 
fusing  of  link. 

Slide  bolt  (Fig.  10) 
used  where  shutter  is 
mounted  on  inside  of 
building  and  locked 
from  inside  with  pad¬ 
lock.  A  similar  device 
is  used  for  varying 
conditions.  On  chain 
operated  doors,  the  chain-lock-end-pin  (Fig.  11) 
can  be  furnished  when  shutter  is  mounted  on 
inside  of  building.  Padlock  may  be  used  instead 
of  pin  where  door  is  operated  from  outside  of 
building. 


Fig.  10 


Fig.  11 


Construction  No.  75-D-H  NON-LABELED.  This  arrange¬ 
ment  is  used  for  very  wide  openings  and  consists  of  two 
or  more  shutters  in  pairs,  each  pair  provided  with  a  swing¬ 
ing  mullion  of  double  guide  construction.  The  doors  are 
raised  independently  of  each  other  thus  allowing  the 
mullion  to  be  swung  upward  by  a  block  and  tackle  device. 
When  in  a  closed  position  the  mullion  is  locked  to  floor 
plate  by  slide  bolts.  The  shutter  itself  is  similar  to  Con¬ 
struction  No.  20-D-H-I. 


Wicket  Doors — Where  exteriors  are  protected  by  a  series 
of  large  rolling  steel  doors,  it  is  often  desirable  to  install 
access  doors  to  admit  of  individuals  passing  in  and  out 
without  operating  the  large  doors.  Illustration  above 
shows  wicket  door  hung  in  a  steel  frame  hinged  by  ex¬ 
tension  arms  from  the  closest  jamb.  The  frame  itself  is 
made  of  standard  shapes  formed  into  grooves  in  which  the 
slats  travel.  When  the  entire  opening  is  needed  the  rolling 
door  is  raised  in  the  usual  manner  and  the  wicket  door  aim 
frame  swung  back  against  the  wall  clear  of  the  opening. 


11 


A.  F.  WAGNER  ARCHITECTURAL 

. . . . .  iiiiiiimiiiiii 


IRON  WORKS,  MILWAUKEE 

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VAMANCO  AND 
VARCLAD  DOORS 

Specifications  for 
Counterbalanced  Freight 
Elevator  Doors 

(1)  Freight  Elevator  Doors — All 

door  openings  to  freight  elevator, 
except  pent  house  doors,  shall  be 
counterbalanced  doors  as  sold  by  A. 
F.  Wagner,  Architectural  Iron  Works, 
and  shall  be  type  known  as  (mention 
whether  Vamanco,  Vamanco  Hollow 
Metal,  Varclad  or  Varclad  Kal-O- 
Mine  is  desired). 

(2)  Work  Furnished  by  Manufacturer— 

The  Manufacturer  shall  furuish,  freight 
allowed  to  freight  station  nearest  build¬ 
ing  site:  (a)  all  doors  complete  with 
guides,  ball  bearing  sheaves,  bar  locks, 
truckable  sills,  bolts,  anchors  and  all 
necessary  hardware  to  properly  secure 
doors  to  walls  of  shaft;  (b)  drawings 
and  full  directions  required  for  erection  ; 
(c)  all  parts  to  receive  priming  coat  of 
metallic  paint  at  factory. 

(3)  Underwriters’  Uabel — All  doors  shall 
be  approved  and  labeled  by  Underwrit¬ 
ers’  Laboratories,  Inc.,  for  “Fire  Door 
for  Vertical  Shaft.” 

(4)  Special  Lock — Special  lock  shall  be 
provided  at  (ground)  floor  to  permit  ac¬ 
cess  to  elevator  shaft  when  all  doors 
are  closed. 


im$m  Elevation  and  i>lan  of  Vamanco 
(  Door  !  •  i 


(  'Tm 


(o)  Operation — Doors  to  be  manually 
opened  and  closed:  (a)  If  electric  inter¬ 
locks  are  desired  add:  Each  door  to  be 
provided  with  a  Varlock  operated  by  liar 
locks  so  that  when  door  is  unlocked  the 


current  will  be  cut  off  from  the  car  and  it 
will  be  impossible  to  run  the  car  until 
all  doors  are  closed  and  locked.  (b) 
If  full  automatic  operation  is  desired 
add:  Door  contractor  to  furnish 

mechanical  operating  device  to  open  and 
close  doors  automatically  by  simply 
pressing  button  when  car  is  at  land¬ 
ing.  This  device  to  be  full  circuit  type 
and  to  contain  interlocks  cutting  current 
from  car  when  door  is  unlocked. 

(6)  Truckable  Sills — All  doors  shall  be 
provided  with  special  design  truckable  sills 
(state  if  for  heavy  or  light  duty)  so  that 
no  part  of  load  passing  over  doors  will 
be  sustained  by  door  mechanism  or 
guides,  but  will  be  carried  entirely  by 
sill  of  building. 

(7)  Glass  Panels — Each  door  shall  be 
equipped  with  a  panel  12  inches  square, 
arranged  to  receive  wire  glass  (glass 
by  glazing  contractor).  The  glass  panels 
are  to  be  backed  by  a  sliding  metal 
panel,  with  fuse-link  for  automatic  clos¬ 
ing  and  doors  must  bear  the  Underwrit¬ 
ers’  Label. 

(8)  Clearance — There  shall  he  not  more 
than  14-in.  clearance  between  door  and 
elevator  car  at  all  floors.  In  case  there 
is  any  inequality  of  construction  of  shaft 
that  will  not  allow  this,  the  architect  will 
decide  whether  to  cut  the  masonry  or 
put  extension  on  doors  to  make  correction 
of  same,  which  is  to  be  charged  to  con¬ 
tractor  who  built  the  shaft. 

(9)  Erection — The  Manufacturer  shall 
erect  the  entire  equipment  in  a  substan¬ 
tial  manner  and  shall  leave  the  installa¬ 
tion  in  perfect  working  order. 

(10)  Painting — The  contractor  shall  ap¬ 
ply  2  coats  lead  and  oil  paint  to  all  parts 
exposed  to  view,  in  colors  selected  by  the 
architect,  as  specified  under  “painting.” 


■  -  ■  .  •  -  ■ 

■ 


Elevation  of  Varclad  Door 


12 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

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VAMANCO  DOORS 


Elevation  and  section  showing  typical  elevator  shaft. 


Staggered  Quides 

When  story-heights  are  not  sufficient  to  permit  a 
standard  installation,  staggered  guide  or  “pass  type”  con¬ 
struction  is  furnished,  permitting  the  doors  to  pass  each 
other  in  operating. 

The  Underwriters  approve  this  type  of  installation 
where  conditions  necessitate  its  use. 

Qlass  Panels 

Our  Vamanco  door  was  the  first  steel  door  of  this  type 
to  bear  the  Underwriters’  label  and  it  is  also  the  first 
to  obtain  the  label  on  counterbalanced  doors  with  glass 
panels.  Backed  by  a  small  automatic  shutter  as  an  in¬ 
tegral  part  of  the  door,  glass  panels  12"xl2"  may  be  used 
in  Vamanco  doors  without  affecting  the  label  or  insurance 
credit  allowed  by  the  Underwriters. 

Trucking  Angles 

Note  that  our  trucking  device  transfers  the  impact 
from  the  door  to  the  sill  when  trucks  are  passing. 

Keys  for  Unlocking  Door  from  Floor  Side 

With  push-button  elevators,  there  being  no  operator 
on  the  car,  it  is  necessary  to  unlock  the  door  from  the 
floor  side.  This  special  detail  can  be  cared  for  at  the 
factory,  if  noted  on  the  order,  at  slight  additional  cost 
over  standard  construction. 

Legend  for  Single  Qiude 
Construction 

Information  to  be  given  when  ordering 
A  =  Width  of  masonry  opening. 

B  =  Height  of  masonry  opening. 

C= Distance  from  bottom  of  lintel  to  finished  floor  above. 

Minimum  value  for  C=iB+8". 

D  =  Distance  floor  line  to  floor  line  =  B+C. 

E  =  Depth  of  pit.  Minimum  value  =  IB +4". 

F= Distance  edge  of  jamb  to  enclosure  wall  or  closest 
obstruction. 

{opening  less  than  40  sq.  ft.=  7" 
opening  40  sq.  ft.  to  70  sq.  ft.=  9" 
opening  larger  than  70  sq.  ft.  =  11" 
G= Distance  Car  platform  to  wall=32". 

Thickness  of  wall  at  each  floor  may  vary. 

Legend  for  Staggered  Qidde 
Construction 

Symbols  A  and  B  same  as  for  single  guide. 

C  =  Distance  from  bottom  of  lintel  to  finished  floor  above. 

Minimum  value  for  C  =  iB  +  16"  on  openings  up  to 
70  sq.  ft. 

Minimum  value  for  C  =  B  +  18"  on  openings  over  70 
sq.  ft. 

D,  E  and  F  same  as  single  guide. 

G  =  Distance  car  platform  to  wall  =  6". 

Thickness  of  wall  at  each  floor  may  vary. 

Note — Above  information  is  all  based  on  labeled  con¬ 
struction  and  clearances  are  determined  by  our  standards. 

Should  specifications  or  extreme  opening  sizes  require 
parts  of  larger  dimensions,  the  clearances  must  be  cor¬ 
respondingly  increased. 


13 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

. . minimi . . . .  iiiiiiiiiiiiiiiiiiiiiiiiiiimiiiiimiiiiiiiiiiiiiiiiiiiiii  . .  unit  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .  nun  1 1 1  nun  i  iiituiiiii  i  m  n  i  in  11 1  n  n  1 1 1 1 1 1  mill  in  i  n  in  i  in . . 


DETAILS  OF  VAMANCO  DOORS 


14 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

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CROSS  HORIZONTAL  FOLDING  DOORS 

The  advantages  of  this  type  of  door  for  warehouses,  private  and  commercial  garages,  railway  freight  houses, 
etc.,  are  apparent.  It  is  simple  in  construction;  easily  operated;  can  be  made  from  wood,  steel,  Kalamein  or  tin-clad 
construction;  size  and  weight  unlimited;  may  have  glass  in  upper  panels,  requiring  no  transom;  and  most  important 
of  all,  these  doors  occupy  no  valuable  space,  open  or  closed. 

There  were  some  objections  to  the  old-fashioned  weight-counterbalanced  folding  doors  due  to  the  weight 
box  which  took  up  valuable  jamb-room  and  was  subject  to  the  wear  and  tear  of  bumping  from  loaded  trucks.  Our 
spring-balanced  folding  doors  are  operated  in  the  same  way  as  rolling  steel  shutters,  eliminating  the  weights  and 
weight-box,  saving  jamb-room,  requiring  less  head-room,  and  with  practically  no  up-keep  cost. 

These  doors  can  be  mounted  on  the  wall  inside  or  outside  with  canopy  effect.  They  can  be  operated  from  the 
opposite  side  of  wall  when  required.  It  is  also  possible  by  special  detailing  to  hinge  the  top  leaf  under  the  lintel 
when  there  is  little  available  head-room.  The  table  of  head-room  given  below  applies  to  the  standard  product  as 
illustrated. 

We  can  still  furnish  the  old  type  of  weight-balanced  door,  which  is  slightly  cheaper,  and  which  requires 
more  space,  but  we  recommend  the  use  of  the  spring-balanced  construction. 

Specifications 

(1)  Cross  Horizontal  Folding  Doors 
— All  door  openings  (where  indicated 
on  drawings)  (marked  horizontal  fold¬ 
ing  door)  shall  be  equipped  with  Va¬ 
riety  Cross  Horizontal  Folding  Doors 
(Variety  Canopy  Cross  Horizontal  Fold¬ 
ing  Doors)  of  standard  wood  (tin  clad) 
(corrugated  iron)  construction,  as  sold 
by  A.  F.  Wagner  Architectural  Iron 
Works.  These  doors  are  to  be  spring- 
balanced  type.  No  weights  or  weight- 
boxes  are  necessary  in  this  construction 
and  their  use  will  not  be  permitted. 

(2)  Work  to  he  Furnished  by  Manufac¬ 
turer- — The  manufacturer  shall  furnish 
freight  allowed  to  freight  station  nearest 
the  site  of  the  building  the  following  ma¬ 
terial  :  (a)  Variety  Cross  Horizontal  Folding 
Doors  (Variety  Canopy  Cross  Horizontal 
Folding  Doors)  of  standard  wood  (tin  clad) 
(corrugated  iron)  construction,  including  all 
hardware,  guides,  spring-balanced  hoisting 
device,  etc.,  complete;  (b)  all  bolts,  anchors 
or  other  parts  required  to  properly  secure 
and  fit  the  doors  to  the  walls  of  the  build¬ 
ing;  (c)  drawings  and  full  directions  re¬ 
quired  for  erection;  (d)  all  wood  parts  to 
be  primed  with  1  good  coat  of,  lead  and  oil 
paint  and  all  metal  parts  with  1  good  coat 
of  metallic  paint;  (e)  all  parts  to  be  proper¬ 
ly  crated  for  shipment. 

(3)  Glazing — Upper  panels  shall  be 
glazed  as  specified  under  “glass  and  glaz¬ 
ing.” 

(4)  Wicket  Door — Wicket  door  shall  be 

provided  in  lower  panel  of  door  opening 
No.  .  .  .,  to  be  equipped  with  all  neces¬ 

sary  hardware,  including  strong  cylinder 
lock. 


Cross  Folding  Door  mounted  and  operated  inside  building 


(5)  Erection — The  .  .  .  .(contractor) 
(manufacturer)  shall  do  all  carting  from 
the  railway  station  and  shall  erect  the  en¬ 
tire  equipment  in  a  substantial  manner  and 
on  completion  shall  leave  the  installation 
in  perfect  working  order. 

(6)  Finish  Painting — These  doors  shall 
receive  2  coats  lead  and  oil  paint  after  erec¬ 
tion  on  all  parts  exposed  to  view,  as  speci¬ 
fied  under  painting. 


Headroom  Required  for 
Installation 


Height  of 

Clear  Head 
Room  Required 

Door  Opening 

above  Lintel 

7-0" 

l'-ll" 

7-6" 

l'-ll" 

8'-0" 

l'-ll" 

8'-6" 

2'-0" 

9'-0" 

2'-l" 

9'-6" 

2'-2" 

lO'-O" 

2'-2" 

10'- 6" 

2'-3" 

ll'-O" 

2'-4" 

ll'-6" 

2'-5" 

12'-0" 

2'-5" 

12'-6" 

2'-6" 

13'-0" 

2'- 6" 

13'-6" 

2'-7" 

14'-0" 

2'-8" 

14'-6" 

2'-9" 

15'-0" 

2'-9" 

syt® 
■'0m  e 


Canopy  type — Door  mounted  outside,  operated  from  inside.  Wicket  door  can  be 

furnished  for  large  openings 


15 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

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SAINO  FIRE  DOORS  AND  SHUTTERS 

Saino  fire  doors  are  approved 
and  labeled  by  the  National 
Board  of  Fire  Underwriters  and 
Factory  Mutuals,  and  are  adapt¬ 
able  for  use  wherever  tin-clad  or 
steel  fire  doors  answer  the  fire 
underwriters’  requirements. 

Construction — Saino  fire  doors 
are  constructed  of  two  walls  of 
cross  laid  (corrugations  running 
vertically  on  one  side  and  hori¬ 
zontally  on  the  other)  No.  22-U. 

S.  gauge  corrugated  galvanized 
steel,  with  air  chambers  and  as¬ 
bestos  between.  Patented  tele¬ 
scopic  channels  and  joints  provide 
for  expansion  and  contraction. 

Vertical  edges  are  reinforced 
with  wrought  iron  bars  bolted 
and  riveted  to  the  corrugated 
wall,  forming-  a  rigid  construc¬ 
tion. 

Advantages — Contain  no  wood 
or  other  material  subject  to  com¬ 
bustion,  dry  rot  or  decay;  are 
lighter  than  any  other  standard 
fire  door,  weighing  only  5  lbs.  per 
sq.  ft. ;  are  durable  and  will  not 
require  repairs;  all  structural 
parts  are  visible;  initial  cost  is 
but  slightly  higher  than  that  of 
other  standard  fire  doors,  and  cost 
of  maintenance  is  done  away  with. 

Types — Saino  fire  doors  with  complete  automatic  ha  rdware  are  made  in  any  type  in  which  other  standard  fire 
doors  are  made. 


Type  No.  79.  Inclined  Track,  Single  Sliding  Door. 


COUNTERBALANCED  DOORS 

for  Freight  Elevator  Shafts 

The  ideal  door  installation  for  freight  elevator  shafts  is  the  counterbalanced  type,  for  the  following  reasons: 

1.  These  doors  hang  inside  the  shaft  and  are  thus  protected  from  falling  objects  in  case  of  fire. 

2.  They  take  up  no  valuable  space  either  open  or  closed. 

3.  Being  counterbalanced,  there  are  few  parts  to  get  out  of  order.  The  doors  operate  easily  since  the  only 
resistance  is  the  small  amount  of  friction  of  the  moving  parts. 

4.  With  the  electric  interlock  the  opening  must  be  closed  before  the  elevator  car  can  operate,  thus  protecting 
workmen  against  accident. 

5.  These  doors,  both  steel  and  tin-clad,  bear  the  Underwriters’  label  for  vertical  shaft  openings,  obtaining 
the  lowest  rate  of  insurance. 

6.  Safety  gates  are  eliminated  by  these  doors  which  are  of  the  normally  closed  type. 

The  details  and  operation  of  our  counter  balanced  steel  (Vamanco)  and  tin-clad  (Varclad)  doors  are  very 
similar,  and  the  chief  difference  lies  in  the  construction  of  the  panels.  Our  preference  is  for  the  steel  door  which 
is  lighter  than  the  tin-clad,  reducing  wear  and  tear  to  a  minimum.  The  problem  of  dry-rot  is  eliminated  in  using 
Vamanco  doors. 

The  trucking  angle,  affording  a  firm  smooth  support  for  passing  trucks,  and  the  electric  interlock,  as  well  as 
the  other  details  shown  on  the  next  two  pages  are  available  with  both  steel  and  tin-clad  doors.  The  cuts  (next  3 
pages)  illustrate  the  Vamanco  door,  but  with  very  slight  differences  apply  also  to  Varclad  construction. 

The  underwriters’  label  is  placed  on  Vamanco  and  Varclad  doors  for  openings  up  to  8'  in  width  and  10'  in 
height. 


1G 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiimiiiiiiitiiiiiiiiimiiiiiiiiiiiiiimiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiw 


FIRST— Fasten  stay  rollers  in  place  per  detail 
SECOND  —  Attach  chafing  strips  to  doors— 2  for 
doors  eight  feet  in  height  and  3  for  doors  higher  Attar' 
shoes  to  doors  and  stand  doors  in  position  over  oper 
ing.  Secure  handles  to  doors. 

THIRD— Attach  floor  binder  to  floor. 

FOURTH  — Bolt  both  tracks  in  place;  at  same  tun- 
securing  center  binders  and  back  bumpers  in  place 
FIFTH  — Fasten  wearing  strips  in  place,  screw  wedge 
to  doors  and  adjust  stay  rollers  to  wedges 
SIXTH  — Bolt  hangers  to  doors— 2  hangers  to  eac 
door  for  openings  12  feet  wide  and  three  hangers  to  ea> 
door  for  openings  wider 

AUTOMATICS.  TYPE  5-Attach  fuse  link  brackc1 
to  doors.  Attach  fuse  links  to  sash  cords  and  susperi 
counterweights'  as  per  detail. 

TYPE  6— Erect  both  weight  boxes  and  support  triy 
gers  in  upright  position  with  a  taught  wire  into  whici 
a  fuse  link  has  been  inserted  at  a  point  opposite  tli 
center  of  the  opening  Fasten  the  chains  to  the  plum1 
weights,  run  the  chains  through  the  slots  in  the  drop 
weights  and  suspend  the  drop  weights  from  the  trigger 
arms  as  shown  in  the  details  Run  the  chains  through 
the  sheaves  attached  to  the  back  bumpers  and  center 
—  binder  and  attach  to  the  front  hangers  as  shown. 

No  interconnection  of  automatics  is  necessary  where 
»rs  occur  each  side  of  wail 


FIRE  DOORS 

As  in  the  case  of  engineering  design,  where  by 
reason  of  our  broad  line  of  reinforcing  materials,  tiles, 
etc.,  we  are  not  hampered  by  a  selfish  prejudice  in  giv¬ 
ing  unbiased  counsel  as  to  the  best  and  most  economi¬ 
cal  construction  for  your  requirements — so  in  the 
matter  of  fire  protection  for  openings  we  handle  every 
type  of  “fire-proof”  door  being  manufactured  today 
which  is  accepted  by  the  Underwriters’  Laboratories 
Inc. 

There  is  a  wide  range  of  costs  in  the  various  types 
of  doors,  and  we  are  in  position  to  give  you  informa¬ 
tion  as  to  insurance  requirements,  and  the  cheapest 
protection  to  produce  the  desired  results. 

Tin-clad  Doors 

The  tinclad  door  is  made  in  many  styles  with  labeled 
automatic  hardware  for  all  of  them  as  follows: 

Incline  track — Single  Sliding  and  Double  Sliding. 

Level  track — Single  Sliding  and  Double  Sliding. 

Swinging  Overlap  Door  (requiring  no  frame) — single 
and  double  swing. 

Swinging  Flush  Door  for  Steel  (or  non-labeled  Tin- 
clad)  frames — single  and  double  swing. 

And  other  special  types. 


TYPE  N?  5 


FIRST— Fasten  Slay  Roller  in  place  per  detail 
SECOND  — Attach  Chafing  Strips  to  dour -2  for  doors 
eight  leet  high  and  3  lor  doors  higher  Attach  shoes  to 
door  and  stand  it  in  position  over  opening  Secure 
handles  to  door 

THIRD-Attach  binders  to  wall 
FOURTH -Bolt  track  in  place,  at  same  lime  secur 
ing  front  and  back  bumpers 

FIFTH  — Fasten  wearing  strip  in  place,  screw  wedge 
to  door  and  adjust  stay  roller  to  wedge 

SIXTH  — Bolt  hangers  to  door -2  hangers  lor  open 
ings  6  leet  wide  and  3  hangers  lor  openings  wider 
SEVENTH-Attach  (use  link  bracket  to  door 
AUTOMATICS.  TYPE  l-Attach  luse  link  to  sash 
cord,  and  suspend  counterweight  per  detail 

TYPE  II- Mold  trigger  arm  upright  with  wire  run 
ning  through  awning  pulley  on  front  bumper  to  wedge 
above  center  of  opening  Suspend  counterweights  bv 
sash  cord  arranged  as  shown 

TYPE  Ill-Mold  trigger  arm  upright  with  wire  run 
ning  through  awning  pulley  on  front  bumper  to  wedge 
above  center  of  opening  Support  closing  weight  from 
chain  attached  to  top  of  trigger  arm. 

TYPE  IV  — Drop  weight  is  supported  by  trigger,  held 
in  upright  position  by  wire  running  through  awning 
pulley  on  back  bumper  to  wedge  above  center  of  open 
ing  Support  plumb  weight  by  chain  attached  to  front 
hanger 

EIGHT  — Where  doors  occur  both  sides ol  wall  inter 
connect  automatics  through  sleeve  in  wall  ovei  center 
of  opening 


17 


A.  F. 


WAGNER  ARCHITECTURAL 


IRON  WORKS,  MILWAUKEE 

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1  ii  ii  i  in  1 1 1 1  it  i  ii  1 1 1 1 1 1  ii  1 1 1 1 1 1 1 1 1 1 1 1  it  1 1  ii  m  1 1 1  n  1 1 1 1 1 1 1 1 1 1 1 1  n  1 1 1  ii  i  in  in  1 1  in  i  in  n  i  in  1 1 1 1 1 1 1 1 1 1 1 1 1  n  1 1 1  in  i  mu  mi  ii  1 1  it  1 1 1 1  in 


TIN-CLAD  FIRE  DOOR  HARDWARE 


Underwriters1  Approval 

■  Limitations  for  3-ply  doors  used  on  fire-walls  or  other  lo¬ 
cations: 

Sliding1  type — Single  doors  for  openings  not  exceeding  120 
sq.  ft.  in  area  nor  12  ft.  in  width  or  height,  when  equipped 
with  standard  hardware  and  mounted  in  a  standard  manner. 

Swinging  type — Single  doors  for  openings  not  exceeding  6 
ft.  in  width  nor  12  ft.  in  height,  and  doors  in  pairs  for  open¬ 
ings  not  exceeding  10  ft.  in  width  nor  12  ft.  in  height,  when 
equipped  with  standard  hardware  and  mounted  in  a  standard 
manner. 

Openings  exceeding  120  sq.  ft.  in  area  will  not  usually  he 
capable  of  standard  protection.  Labels  on  doors  exceeding 
the  limitations  given  above  are  evidence  only  that  the  ma¬ 
terials  employed  and  the  features  of  design,  construction  and 
workmanship  are  in  conformity  with  standards  for  this  class. 

Limitations  for  2-ply  Doors  used  on  vertical  shaft  or  cor¬ 
ridor  and  room  partition  openings: 

Sliding  type — single  doors  for  openings  not  exceeding  SO 
sq.  ft.  in  area  nor  10  ft.  in  width  or  height,  when  equipped 
with  standard  hardware  and  mounted  m  a  standard  manner. 

Swinging  type — Single  doors  for  openings  not  exceeding  6 
ft.  in  width  nor  10  ft.  in  height,  and  doors  in  pairs  for  open¬ 
ings  not  exceeding  SO  sq.  ft.  in  area  nor  10  ft.  in  width  or 
height,  when  equipped  with  standard  hardware  and  mounted 
in  a  standard  manner. 


Schedule  of  Hardware  Parts 
for  Tin-clad  Fire  Doors 

TCH-  1 — Turn-down  pulley — Used  with  automatics  for  type 
Nos.  8  and  10. 

TCH-  2 — Stra'ght  wedge  pulley — Used  with  automatics  for 
type  Nos.  S  and  10. 

TCH-  3 — Automatic  trigger  and  arm — Mounted  on  back  bump¬ 
er  type  No.  2. 

TCH-  4 — Off-set  pulley — Used  with  automatics  for  type  Nos. 
7  and  9. 

TCH-  5 — Automatic  chain  for  use  around  awning  pulleys. 
TCH-  0- — Binder — Used  on  type  Nos.  1,  2,  3  and  4. 

TCH-  7 — Right  angle  pulley — Used  with  automatics  for  type 
Nos.  7  and  9. 

TCH-  8 — Bottom  socket  for  spring  shove  bolts — Used  with 
TCH-19. 

TCH-  9 — Center  binder  and  bumper — Used  with  type  No.  5. 
TCH-10 — Stay  roller — Used  with  type  Nos.  1,  2,  3,  4,  5  and  6. 
TCH-11 — Bow  handle — Floor  side  of  door,  type  Nos.  1,  2,  3,  4, 
5  and  6. 

TCH-12 — Flush  handle — Wall  side  of  door,  type  Nos.  1,  2,  3,  4, 
5  and  6. 

TCH-13 — Right  angle  binder — As  used  on  detail.  See  type  No. 

9 

TCH-14 — Arm  for  automatic  connection — Used  with  type  Nos. 
2,  8,  9  and  10. 

TCH-15 — Arm  trip  for  use  with  TCH- 7. 

TCH-16 — Drop  weight  and  trigger — Used  with  type  Nos.  4,  6, 

7,  8,  9  and  10. 

TOH-17 — Hinge  wail  bar — Used  with  tjpe  Nos.  8  and  10. 
TCH-18 — Nosing  wall  bar — Used  with  type  Nos.  8  and  10. 
TCH-19 — Spring  shove  bolt — Used  with  type  Nos.  7  and  8. 
TCH-20 — Hinge — Used  with  type  Nos.  7,  8.  9  and  10. 

TCH-21 — Plumb  weight  and  chain — Used  with  type  Nos.  4,  6,  7, 

8,  9  and  10. 

TCH-22 — Counterbalance  weights — Used  with  type  Nos.  1,  2 
and  5. 

TCH-23 — Hinge  lug  for  wall  frames — Type  Nos.  7  and  9. 

TCH -24 — Hinge  pin — Used  with  TCH-23  and  TCH-17. 

TCH-25 — Top  socket  for  spring  shove  bolt — Used  with  TCH-19. 
TC'H-20 — Latch  nosing  swinging  doors  in  pairs — Used  witli 
type  Nos.  7  and  8. 

TCH-27 — Latch  nosing  in  wall  frame — Used  with  type  No.  9. 
TCH-28 — Operating  handles — Shown  in  assembly  TCH-31. 
TCH-29 — Stay  roller — Tripod  type — (Non-labeled)- — Used  with 
any  type  of  sliding  door. 

TCH -30 — Weight  box  for  automatic  weight — Used  with  type 
Nos.  3,  4,  6,  7,  8,  9  and  10. 

TCII-31 — Assembly  of  3-point  latch  with  latch  bar  and  oper¬ 
ating  handle — Used  on  type  Nos.  7,  8,  9  and  10. 
TC1H-32 — Fuse  link  arm — Used  with  type  Nos.  1  and  5. 

TCH-33 — Turn-up  pulley — Used  with  type  No.  6,  automatic. 
TCH-34 — Automatic  alternating  arm  used  with  type  Nos.  7 
and  8. 

TCH-33 — Assembly  of  back  bumper — Wheel,  bushings  and 
track  bolt — Used  in  type  Nos.  1,  2,  4  and  5,  with 
wheel,  and  type  Nos.  3  and  6,  without  wheel.  Note — 
Detail  of  front  bumper  same  as  back  bumper  with¬ 
out  wheel. 

TCH-30 — Bell  track  washer — Used  between  track  and  wall  cm 
sliding  doors. 


TCH-37 — Wall  washer  for  track  bolts  on  sliding  doors. 

TCH-38 — Shoe — Used  on  sliding  doors  at  points  of  contact 
with  binders. 

TCH-39 — Stay  roller — For  use  with  wall  frames  where  open¬ 
ings  are  already  built. 

TCH-40 — Oval  strips  opposite  chafing  strips — Sliding  doors. 

TCH-41 — Chafing  strips — Sliding  doors. 

TCI  1-42 — Wearing  strips — Sliding  doors. 

TCH -43 — Floor  binder — Type  Nos.  5  and  6. 

TCH-44 — Track — Same  section  for  all  sliding  doors. 

TCH-45 — Wedge — Used  on  all  sliding  doors  at  back  end  of 
wearing  strip. 

TCH-40 — Fuse  link. 

TCIH-47 — S-Hook 

TCH-4S — Beveled  pin  above  center  of  opening  to  hold  end  of 
automatic  wire,  type  Nos.  2,  3,  4,  9  and  10 — where 
doors  occur  one  side  of  wall  only. 

TCH-49 — Compounding  pulley — Used  in  type  No.  2  to  support 
counter  weight. 

TCH-50 — Thimble  through  wall — Used  for  interconnecting  au¬ 
tomatics  where  doors  occur  each  side  of  wall. 

TCH-51 — Awning  pulley. 

TCH-52 — Hanger  for  door. 

TCH-53 — Automatic  trigger  and  bracket- — Mounted  on  back 
bumper,  type  No.  3. 


18 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIIIIIIIIlllllllllillllltlllllllllllllllllllllllllllMIIIIIIIIIIIIIIIII^ 


WagneR 

BALL  BEARING  ELEVATOR  DOOR  HANGERS 


Type  100 

Hangers  for  Single  Doors 


•nssr-.* 


Type  200 

Hangers  for  Two-Speed 
Doors  or  2-3  Openings 


No  gears  or  racks.  The  two-speed  movement  is  secured  by  connecting  the  ball  retainer  bar  of  the  fast  door  to  the 
hanger  of  the  slow  door;  whereby  one  door  moves  at  twice  the  speed  of  the  other.  This  feature  is  exclusive  in  the 
Wagner  Ball  Bearing  Elevator  Door  Hanger  and  is  fully  covered  by  separate  United  States  patents. 


Type  500 — Center  Parting  Doors — Silent  Chain  Drive. 

Operating  Both  Doors  Simultaneously 

All  Wagner  Tracks  are  made  from  special  analysis  high  carbon  steel.  Large  %  inch  Ball  Bearings  which  run  in  ground 
raceways  make  for  smooth  and  noiseless  operation. 

Bar  Locks.  Pivoting  Devices  and  additional  needed  equipment  also  furnished. 


19 


A.  F.  WAGNER  ARCHITECTURAL 

iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii  iiiiiiiiiiiiiiiiiiiiiiiitiiiiiiiiiiiiiiiiimiiiiiiiiiiiiiiiiiiiiiiiliiiiiiiiimiiiiiiiiiiiiiiiMiiiiiiiitiiiiiiiiiii 


IRON  WORKS,  MILWAUKEE 

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WAGNER  ELEVATOR  DOOR  CLOSER  AND  CHECK 


Wagner  Door  Closer  and  Check  insures  automatic,  noise¬ 
less,  positive  closing  and  locking  of  sliding  elevator  doors. 


Leather  Umbrella  Washer 
prevenrs  dirt  from  entering 
cylinder. 


Cap  threaded  for  spring 
tension  adjustment. 


Cut  shows  relative  position 
of  parts  at  the  beginning  of 
checking  movement. 


Oil  deflector  prevents 
splashing. 


Lower  part  of  cylinder 
confines  liquid  under  com¬ 
pression  and  effects  the 
checking  of  the  door 


Ball  Valve  insures  unre¬ 
tarded  opening  mo\  ement. 


Filler  Plug  permits  intro¬ 
duction  of  checking  liquid 
with  cylinder  in  position. 


Cylinder  threaded  to  pro¬ 
vide  I'/j  in.  Spring  tension 
adjustment. 


Large  Bi-pass  in  piston 
allows  free  passage  of  liquid 
and  permits  free  closing 
movement. 


Bi-pass  in  base  provides  for 
controlled  passage  of  liquid 
during  checking  move¬ 
ment. 


Regulating  screw  for  ad¬ 
justing  flow  of  liquid 
through  Bi-pass. 


Removal  of  regulating 
screw  and  gland  permits 
draining  cylinder  without 
detaching. 


Section  of  Wagner  Door  Closer  and 
Check  Cylinder 


Cylinder  can  be  easily  drained,  cleaned  and  refilled  with¬ 
out  disconnecting.  Remove  regulating  screw  and  gland, 
drain  out  checking  oil.  Replace  regulating  screw  and  fill 
cylinder  partly  full  of  kerosene  or  similar  solvent,  operate 
door  a  few  times,  drain  again  and  replace  regulating  screw 
and  gland.  Filler  plug  in  cap  is  provided  for  convenience 
when  cleaning  cylinder  and  replacing  checking  liquid.  The 
checking  liquid  is  a  high  grade  light  oil  which  contains  no 
alcohol  and  is  not  easily  affected  by  temperature  extremes. 

The  illustration  shows  the  rugged  simplicity  of  the  con¬ 
struction.  Every  part  was  designed  to  insure  long  life  and 
reliable  uninterrupted  service. 

Note.  When  Closers  are  applied  to  Two-Speed  Doors  the 
Two-Speed  Operating  Device  is  omitted  from  the  hangers. 

Also  furnished  for  Single  Sliding  and  Center  Parting 
Doors. 


Circuit  open 


Wagner  Ball  Bearing  Elevator  Door  Hanger,  Door 
Closer  and  Check  and  Electric  Safety  Interlock  as  ap¬ 
plied  to  Two-Speed  Type  Elevator  Enclosure,  showing 
doors  closed  and  locked. 

WAGNER  ELECTRIC  SAFETY  INTERLOCKS 

The  illustrations  opposite  show  the  construction  of  the 
Wagner  Electric  Safety  Interlock  and  its  relation  to  the 
Wagner  Elevator  Door  Closer.  One  illustration  shows  the 
position  of  the  Interlock  Contact  Slide  when  both  the  doors 
and  the  elevator  control  circuit  are  open.  The  other  shows 
the  position  of  the  Interlock  Contact  Slide  when  the  doors 
and  the  elevator  control  circuit  are  closed. 

The  operating  principle  of  the  Wagner  Electric  Safety 
Interlock  is  clearly  illustrated.  The  Contact  Fingers  are 
connected  in  series  with  the  elevator  control  circuit.  When 
the  doors  are  closed  the  circuit  of  the  Interlock  installation 
is  also  closed  by  means  of  a  copper  insert  at  the  top  of  the 
bakelite  slide  which  completes  the  circuit  between  the  con¬ 
tact  fingers.  When  the  doors  are  open  the  slide  is  pushed 
upward,  withdrawing  the  copper  insert  from  between  the 
contact  fingers,  thereby  opening  the  elevator  control  circuit 
and  making  it  impossible  to  operate  the  car.  The  bronze 
contact  fingers  are  held  firmly  against  the  copper  insert 
by  heavy  springs  insuring  firm  contact  and  freedom  from 
interruption  due  to  poor  contact.  The  copper  insert  is 
made  especially  heavy  to  provide  a  good  contact  between 
the  bronze  fingers,  without  permitting  the  bronze  fingers 
to  touch  the  bakelite  slide,  which  prevents  any  possibility 
of  short  circuiting  by  the  dragging  over  of  copper  onto  the 
slide.  The  springs  in  no  way  function  as  conductors,  the 
circuit  being  shorted  around  them  by  means  of  stranded 
jumpers  which  are  fastened  to  the  binding  posts  and  firmly 
soldered  to  the  contact  fingers;  although  the  switch  is  so 
constructed  that  a  perfect  contact  would  be  made  even 
though  the  jumpers  were  omitted. 

A  piece  of  fibre  rod  is  inserted  in  the  bakelite  slide  di¬ 
rectly  below  the  contact.  Should  the  bakelite  slide  become 
disconnected  and  drop  down,  the  fibre  cross  piece  would 
rest  on  the  switch  fingers  and  prevent  the  copper  insert 
from  making  contact  and  closing  the  circuit  while  the  in¬ 
terlock  slide  was  disconnected. 

The  connection  between  the  bakelite  slide  and  connecting 
rod  is  a  brass  casting  into  the  socket  of  which  the  bakelite 
slide  is  firmly  riveted,  which  makes  it  practically  impos¬ 
sible  for  the  connection  to  break  at  this  point. 


20 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

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WAGNER  PARALLEL  DOOR  EQUIPMENT 

Using  Leader  No.  15,  No.  20  or  Hawkeye  No.  25  Track 


No.  6  Double  Bracket 
for  hanging  Parallel 
tracks  to  side  wall. 

No.  9  Triple  Bracket 
for  hanging  three  paral¬ 
lel  Tracks  to  side  wall. 


No.  k  Double  Bracket 
for  hanging  parallel 
tracks  to  ceiling. 

No.  8  Triple  Bracket 
for  hanging  three  par¬ 
allel  tracks  to  ceiling. 


For  warehouses,  docks,  car-barns,  factories,  shops,  barns,  garages,  and  all  buildings  where  doors  must 
both  be  pushed  back  on  the  same  side,  this  arrangement  is  desirable.  For  large  buildings— a  street  car 
building,  warehouse  or  freight  shed,  for  instance — parallel  doors  in  any  number  can  be  arranged  so  as  to 
permit  entrance  at  any  point.  With  this  arrangement  any  one  or  several  of  the  doors  can  be  opened  pro¬ 
viding  as  large  or  as  small  an  entrance  as  occasion  demands.  Track  may  be  hung  to  ceiling,  or  side  of 
building  as  desired,  inside  or  outside. 

If  one  side  of  opening  has  wall  space  equal  to  width  of  one  door,  by  extending  tracks  that  distance  the 
full  opening  is  available  for  use  at  once. 

If  tracks  are  same  length  as  opening,  space  of  one  door  is  always  covered. 


WAGNER  CLOZTITE  DOOR  HANGERS 

for  Folding  Sliding  Doors  on 

FACTORIES,  WAREHOUSES,  INDUSTRIAL  PLANTS  and  GARAGES 


Doors  hung-  with  Wagner 
Cloztite  Hangers  will  fit  be¬ 
tween  jambs  and  against  stops 
the  same  as  an  ordinary 
hinged  door,  insuring  a  weath¬ 
er  tight  opening.  Pivoted  arm 
permits  doors  to  fold  together 
closely  at  both  90  and  180 
degrees. 


Can  be  used  on  folding-sliding  doors  in  open¬ 
ings  having  from  two  to  ten  doors.  Works 
either  inside  or  outside  of  building.  Made  to 
fit  Wagner  Leader  Track  Nos.  15  and  20. 


No.  58  Cloztite  Hanger — For  doors  not  over 
1%"  thick.  Used  with  No.  15  Leader  Track. 
Combined  weight  of  doors  carried  by  each 
hanger  should  not  exceed  600  pounds. 


STEEL  WHEELS 
ROLLER  BEARING 


BOLT  THREADEO 
TO  PERMIT  \ 

vertical  adjustment 


No.  59  Cloztite  Hanger — Same  as  No.  58  except  that  it  has 
longer  arm  for  doors  not  over  thick. 


No.  78  Cloztite  Hanger — For  doors  not  over  2VZ"  thick.  Used 
with  No.  20  Leader  Track.  Combined  weight  of  doors  carried  by 
each  hanger  should  not  exceed  1000  pounds. 


Complete  hardware  for  hanging  Garage  Doors  in  openings 
with  from  two  to  ten  doors,  packed  in  sets. 

Above  cut  illustrates  No.  1558  three  door  set  for  opening 
not  over  9'. 


21 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

. . .  . . mum . . . . . . . . . minimi, 


WAGNER  DOOR  HANGERS  AND  TRACKS 

comprise  a  complete  line  for  Warehouses,  Industrial  Plants,  Of¬ 
fice  Building's,  Hotels,  Hospitals,  Residences,  Garages  and  Barns. 


Illustration  of  Round  track  Han¬ 
ger  with  Vertical  and  Lateral  Ad¬ 
justment.  Made  in  two  sizes  for 
heavy  and  medium  weight  doors. 

Also  made  in  Non-Adjustable 
in  three  sizes,  for  heavy,  medium 
and  light  weight  doors. 


Full  Size 
Cross  Section 
of 


Wagner  Leader  Track 


No.  15. 

15  Gauge. 
Weight  per  foot 
1%  lbs. 


Full  Size  Cross  Section  of 
Wagner  Track  No.  25 
12  Gauge 


Illustration  of  Wagner  Tubular 
Track  Door  Hanger  with  Vertical 
and  Lateral  Adjustment.  All 
roller  bearing. 

Made  in  various  sizes  and  styles 
for  doors  of  various  weights  and 
construction. 


Cam 

Vertical 

Adjustment 


Tubular  track  No.  15  for  doors  up 
to  500  pounds  each. 

Tubular  track  No.  25  for  doors  up 
to  3000  pounds  each. 

Also  three  other  sizes  to  accommo¬ 
date  doors  of  various  weights  and 
construction. 

For  several  illustrations  of  brack¬ 
ets,  see  page 


P 


CAM  FOR  VERTICAL 
ADJUSTMENT  ' 


C 


3 


Tubular  Tracks  and  Hangers  Arranged  for 
Parallel  Doors 

Weather  strip  is  extra.  Angle  not  furnished 


Wagner  round  track  is  made  in  three 
sizes: 

For  heavy  Warehouse  doors,  lVs" 

O.  D. 

For  medium  weight  doors  114”  O.  D. 
For  light  weight  doors,  %"  O.  D. 
Write  for  further  particulars. 


No.  9  Wilbrrn  Hanger  Arranged  for 
Parallel  Doors 

Weather  strip  and  braces  are  extra 
Channel  not  furnished. 


22 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

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WISCONSIN  REPRESENTATIVE 

FOR 

CRITTALL  CASEMENT  WINDOW  COMPANY 


Memorial  Hall 
Hill  School 
Pottstown,  Penn. 


Hewitt  d  Ash 
Architects 


National  Manufacturers  Bank 
and 

First  National  Bank 
Neenah,  Wisconsin 


Childs  &  Smith 
Architects 


23 


A.  F.  WAGNER  ARCHITECTURAL  IRON  N  WORKS,  MILWAUKEE 

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Window  in  Louis  Kamper. 

Providence  Hospital  Chapel  Architect 

Detroit,  Michigan 


Dining  Room  Smith  Rea  &  Lovitt 

Kansas  City  Club  Architects 

Kansas  City,  Mo. 


Beauty,  permanence, 
utility,  and  weather- 
tightness  are  some  of 
the  fundamental  quali¬ 
ties  of  Crittall  Solid 
Steel  Casement  Win¬ 
dows.  These  qualities 
induce  leading  archi¬ 
tects  to  detail  and  speci¬ 
fy  them  repeatedly  for 
such  buildings  as  banks, 

residences,  office  build¬ 
ings,  churches,  hospitals, 
schools,  etc. 


Liggett  Winchester- 

ley  Jiuilding 

New  York  City,  N.  1'. 


Carrere  A  Hastings 
Jt  R.  H.  S  hr  eve, 
Architects 


As  these  sashes  are 
made  to  order  to  meet 
the  structural  require¬ 
ments  of  the  building 
and  the  architect’s  re¬ 
quirement  of  design,  de¬ 
tails  are  so  numerous 
and  varied  they  cannot 
be  shown  here.  Crittall’s 
Catalogue  No.  22  fully 
illustrating  and  detail¬ 
ing  the  various  uses  of 
solid  steel  casements 
will  be  sent  upon  re¬ 
quest. 


24 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 


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CRITTALL  WINDOWS 


Casements 

“ The  memory  of  quality  lasts  long  after  the  price  has  been  forgotten.” 


Crittall  Casements  are  generally  accepted  as  being  “in  a  class  by  themselves.”  They 
are  used  in  structures  of  the  better  quality — for  residences,  public  buildings,  schools, 
stores,  banks,  hospitals,  office  buildings  and  apartments.  The  fine  narrow  lines  and 
effective  hardware  designs  make  these  windows  distinctive  in  beauty.  Crittall  Case¬ 
ments  have  ten  distinct  points  of  utility  aside  from  their  beauty.  They  are: 


Permanent 
Low  in  Upkeep 
Weathertight 
Fire-resistive 
Easy  to  operate 


They  never  rattle 
Do  not  warp  or  twist 
Cannot  stick 
Ventilate  without  draft 
Offer  maximum  daylight 


They  are  made  in  many  types — side  hung  to  open  in  or  out ;  vertically  pivoted ;  top 
hung;  bottom  hung;  horizontally  pivoted;  folding  casements  and  doors  opening  in  or 
out;  reversible  projected.  The  factory  prefers  to  have  the  erection  specified  with  the 
windows,  and  send  their  own  experts  to  handle  the  installation.  When  erected  in  this 
way  they  guarantee  their  windows  to  be  weathertight. 


Reversible  Windows 

This  sash  is  designed  primarily  for  office  buildings,  schools  and  hospital  and  offer 
a  new  flexibility  in  ventilation — from  the  merest  crack  to  100  per  cent.  The  sash  when 
opened  stays  in  any  position  without  fastening;  hinges  of  solid  drawn  bronze  secure  the 
sash  to  a  sliding  bar,  the  ends  of  which  travel  up  and  down  in  brass-lined  channels  at 
the  jambs.  They  may  be  reversed  to  permit  easy,  quick  and  safe  cleaning  of  both  sides 
from  the  interior.  They  are  made  of  the  finest  materials  by  the  same  craftsmen  who 
have  built  the  Crittall  Casement  reputation — yet  their  price  is  not  prohibitive  for 
schools  and  office  buildings.  For  special  locations  they  can  be  supplied  with  the  Under¬ 
writers  label. 

Note — A  Beautifully  illustrated  catalog  is  yours  for  the  asking.  Write  us. 


Cottage  Casements 

A  special  type  of  light-weight  standardized  casement  window  has  been  designed  for 
small  residences  and  apartment  houses.  They  open  out  on  projected  hinges  for  inside 
cleaning.  All  corners  are  welded.  They  are  made  in  many  sizes  but  are  furnished  in 
these  standards  only.  They  are  almost  competitive  with  wood  in  price.  Write  for  a 
folder  of  size  and  details. 


25 


F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

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Crittall  Reversible  Windows  are 

built  of  solid  steel  sections,  well 
designed  and  carefully  made. 
All  hardware  is  of  solid  bronze. 
The  sash  reverse  so  that  the  ex¬ 
terior  may  be  readily  cleaned 
from  the  interior. 

They  are  suitable  for  office  build¬ 
ings,  schools,  hospitals  and  other 
substantial  buildings  where  max¬ 
imum  light,  ease  of  operation, 
100%  ventilation,  and  low  cost 
of  maintenance  are  important 
features. 

Please  write  for  Catalogue  No. 
1-24  if  you  have  not  already  re¬ 
ceived  your  copy. 


Crittall  Cottage  Casements  are 
made  in  standard  sizes  and  de¬ 
signs.  They  are  of  solid  rolled 
steel  sections,  and  are  equipped 
with  solid  bronze  handles  and 
stays  with  bronze  working  parts. 
Projecting  hinges  are  used  so 
that  the  exterior  can  be  cleaned 
from  the  interior. 


These  sash  compare  favorably  in 
price  with  wood  sash  of  a  corre¬ 
sponding  design.  They  are  suit¬ 
able  for  use  in  residences,  apart¬ 
ment  houses,  dormitories,  clubs, 
etc. 


26 


Write  for  prices  and  details. 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

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STEEL  STAIRWAYS 


We  manufacture  all  types  of  stairways,  according  to  the  designs  presented  on  the  following 
pages.  We  also  manufacture  any  other  designs  of  stairways  specified  by  architects.  And  we  are 
in  position  to  furnish  detail  drawings  with  our  estimates,  according  to  architects’  specifications. 


Construction 

Our  construction  provides  a  light,  simple,  inexpensive,  strong,  durable,  non-combustible,  and 
easily  assembled  stairway.  It  is  adaptable  to  office,  hotel,  warehouse,  factory,  school  and  hospital 
construction ;  in  fact,  any  building  where  fire  resistant  construction  is  required. 

The  stair  is  formed  of  bent  plate  stringers,  treads  and  risers  made  of  one  piece  of  No.  12  blue 
annealed  steel;  platforms  made  of  No.  12  blue  annealed  steel  plate  recessed  for  3"  filling,  reinforced 
with  the  necessary  channels  and  tees,  all  securely  bolted  and  riveted  together.  All  rivets  in  our 
stairs  are  driven  by  machines  insuring  a  noiseless  connection. 

Our  construction  is  reinforced  at  nosing  which  prevents  the  nosing  from  breaking  away  from 
the  tread  filling.  This  is  the  only  stair  that  will  absolutely  stand  up  at  this  point  under  the  constant 
wear  and  tear  the  tread  nosing  must  withstand. 

The  stair  assembled  forms  a  solid  mass  which  is  free  from  vibration  under  loading  stress  both 
vertically  and  laterally.  The  strength  of  construction  insures  the  limit  of  efficiency  against  dam¬ 
age  by  failure  in  case  of  fire. 


Design 

On  the  following  pages  are  shown  typical  details  of  standard  stairs — treads,  stringers,  newels, 
and  railings,  which  may  be  combined  economically  into  stairways  suitable  to  any  class  of  building 
from  the  boiler  house  to  the  finest  club  or  hotel.  In  addition,  we  can  build  stairs  to  suit  any  archi¬ 
tectural  design.  But  it  is  economy  to  use  standards  which  offer  in  a  wide  range.  The  risers  may  be 
plain  or  paneled.  The  treads  can  be  arranged  for  marble,  slate,  cement,  terrazzo,  rezilite,  asphalt, 
mosaic,  cork,  carpet,  linoleum  or  any  composition  with  or  without  sanitary  cove.  The  soffits  of 
stairs  are  left  open  and  present  a  neat  finished  appearance,  but  can  also  be  arranged  for  plaster 
soffits  if  desired. 


Installation 

When  desired  we  will  include  the  erection  in  our  stair  bids.  Because  of  standardization  in  the 
manufacturing  processes  you  will  find  our  stairs  unusually  easy  to  erect.  All  stairs  are  shipped 
knocked  down  and  properly  marked.  This  facilitates  the  handling  as  well  as  the  erection  in  the 
building.  Each  flight  is  fitted,  tested  and  inspected  at  our  factory  before  shipment.  This  insures 
quick  economical  installation  in  the  building,  thus  putting  the  stairs  into  immediate  service;  the  * 
tread  filling  is  then  put  in  when  the  structure  is  nearing  completion. 


Comparative  Cost 

Our  Stairway  complete  with  railings  and  newels,  with  treads  filled,  is  lower  in  cost  than  stairs 
of  all  concrete  with  iron  railing  and  metal  nosings  and  has  the  further  advantage  of  better  appear¬ 
ance  and  greater  durability.  On  account  of  its  lightness  it  saves  still  more  in  reducing  the  size  of 
structural  supports  required. 


27 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

in  limn  mini . mu . . . . . mi . . . .  . . . . inn iniinnn nnnnn innnnnnin . . . . . 


For  Office  Buildings,  Apartments,  etc.,  this  design,  No. 
1  stairway,  is  recommended: 


DESIGN  No.  1 


SPECIFICATIONS 


Stringers:  Made  of  12"  x  -fV"  universal  m'll  plates  bent  in 
the  shape  of  10"  channel  with  moulding  on  face  strings. 

New  els:  4"  square  cast  iron. 

Railings:  Made  of  V2"  square  wrought  iron  bars  3"  on 
centers;  top  and  bottom  members  1"  x  channels. 

Treads  and  Risers:  Made  of  one  piece  of  No.  12  blue  an¬ 
nealed  steel  sheets  recessed  for  2"  compo,  or  concrete 
filling. 

Faeias:  Made  of  steel  and  paneled  with  moulding. 


STEEL  STAIRWAYS 

Data  Required  for 
Estimating 

The  following  information  is  required 
to  make  an  intelligent  estimate.  Please 
consider  these  questions  in  sending  in 
your  inquiry. 

1 —  Furnish  sketch  indicating  whether 
stair  well  is  open  or  enclosed. 

2 —  Give  construction  of  wall  around 
stairs  and  floor  construction. 

3 —  Give  finished  floor  heights. 

4 —  Give  type  of  construction  of  land¬ 
ing.  If  to  be  furnished  by  us,  give  di¬ 
mensions. 

5 —  State  number  of  risers.  If  stair 
has  intermediate  landing,  give  number  of 
risers  in  each  run. 

6 —  Give  width  of  stairs  required. 

7 —  Give  width  of  treads  and  height  of 
risers  required. 

8 —  Give  type  of  tread  desired,  marble 
or  composition  fill. 

9 —  State  type  of  balustrade  wanted. 

10 —  State  type  and  size  of  newel  posts 
wanted. 

11 —  State  if  wood  or  pipe  wall  and  hand 
rails  are  required. 

12 —  If  possible,  select  type  of  construc¬ 
tion  of  stair  from  catalog  giving  design 
number.  A  complete  catalogue  of  .  "  ■ 

<f>teel  Stairs  giving  many  designs  will  be 
sent  upon  request. 


NOTE — We  do  not  furnish  wood,  hand  or  wall  rails 
or  tread  filling  as  these  items  can  be  furnished  to  better 
advantage  by  other  contractors. 


28 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

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STEEL  STAIRWAYS 


For  similar  purposes  but  slightly  cheaper  than  No.  1 
we  recommend 


DESIGN  No.  6 


SPECIFICATIONS 

Stringers:  Made  of  12"  x  A"  universal  mill  plates  bent  in  the 
shape  of  10"  channel. 

Newels:  3"  square  wrought  iron  tubing. 

Railings:  Made  of  V2 "  square  wrought  iron  bars  3"  on  centers; 

top  and  bottom  members  1"  x  channels. 

Treads  and  Rivets:  Made  of  one  piece  of  No.  12  blue  annealed 
steel  sheets  recessed  for  2"  compo,  or  concrete  filling. 
Facias:  Made  of  steel  and  paneled  with  moulding. 


For  open  riser  type  with  diamond  steel  plate  treads,  use 


DESIGN  No.  12 


SPECIFICATIONS 

Stringers:  Made  of  12"  x  universal  mill  plates  bent  in  the 
shape  of  10"  channel. 

Newels:  3"  square  wrought  iron  tubing. 

Railing:  Made  of  2"  outside  diameter  gas  pipe  with  %"  square 
rail  braces  where  required. 

Treads:  Made  of  one  piece  of  fV"  diamond  pattern  steel  plates, 
open  riser. 

Facias:  Made  of  steel  where  required. 


29 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

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STEEL  STAIRWAYS 


For  service  stairs,  factories,  etc.,  we  recommend 


Spiral  Stairs 


DESIGN  No.  9 


DESIGN  No.  20 


SPECIFICATIONS 

Strins'ers:  Made  of  12"  x  fg"  universal  mill  plates  bent  in  the 
shape  of  10"  channel. 

Newels:  3"  square  wrought  iron  tubing. 

Railing:  Made  of  2"  outside  diameter  gas  pipe  with  %"  square 
rail  braces  where  required. 

Treads  and  Kisers:  Made  of  one  piece  No.  12  blue  annealed 
steel  sheets  recessed  for  2"  compo.  or  concrete  filling. 

Facias:  Made  of  steel  where  required. 


SPECIFICATIONS 

Treads  and  platforms  are  our  special  design,  which  enables 
you  to  remove  any  tread  or  platform  in  case  of  damage 
without  disturbing  balance  of  stair.  They  are  made  of  the 
best  grade  of  cast  iron  with  a  checkered  surface  to  pre¬ 
pent  slipping.  To  provide  sufficient  headroom  on  a  stair  of 
this  type  the  riser  should  not  be  less  than  9  inches. 

Center  upright  is  made  of  3"  or  4"  (inside  diameter)  pipe  de¬ 
pending  on  width  and  height  of  stair. 

Railings  are  made  of  1"  (inside  diameter)  gas  pipe  top  rail 
and  two  (4 "  round  bar  bottom  rails.  Rail  uprights  are  %" 
square  bars  rigidly  anchored  to  treads. 


30 


A.  F.  WAGNER  ARCHITECTURAL 

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IRON  WORKS,  MILWAUKEE 

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STEEL  STAIRWAYS 

Railings — Spindle,  Cast  Iron,  Wire,  Etc. 


SPECIFICATIONS 

No.  1  Spindles  are  square  wrought  iron  bars  3"  on  cen¬ 
ters,  set  in  1"  x  channels  at  top  and  bottom. 

No.  2  Spindles  are  square  wrought  iron  bars  2"  on  cen¬ 
ters,  set  in  1"  x  V2 "  channels  at  top  and  bottom. 
Spindles  are  in  groups  of  three  with  a  space  of  4" 
between  groups. 

No.  3  Spindles  are  square  wrought  iron  bars  arranged 
in  panel  form  with  single  spindle  between  panels. 
Spindles  set  in  1"  x  y2 "  channels  at  top  and  bottom. 

No.  4  Spindles  are  in  groups  of  five,  consisting  of  three  V2" 
square  wrought  iron  bars  between  two  %"  wrought 
iron  bars,  set  in  1"  x  channels  at  top  and  bottom. 
Spacing  of  bars  depends  on  length  of  stair. 

No.  5  Made  of  panels  of  No.  10  wire,  2"  diamond  mesh,  with 
channel  frame. 

No.  6  Made  of  panels  of  No.  10  wire,  2"  diamond  mesh  with 
channel  frame.  Wire  work  panels  fastened  to  %" 
square  wrough  iron  uprights,  set  in  1"  x  %"  channels 
at  top  and  bottom. 

Alhrailings  shown  above  are  built  to  receive  either  a  wood  or 
2"  gas  pipe  top  rail. 


SPECIFICATIONS 

No.  7  Made  of  three  M> "  square  wrought  iron  bars,  set  in  114" 
x  14"  flat  bars  top  and  bottom  between  %"  square 
wrought  iron  bars  which  extend  through  flat  bars  and 
set  in  1"  x  y2"  channels  at  top  and  bottom.  Spindles 
are  3"  on  centers. 

No.  8  Spindles  are  % "  square  wrought  iron  bars  3"  on  cen¬ 
ters,  set  in  1"  x  channels  at  top  and  bottom  .  y2  x 
Vs  wrought  iron  scrolls  betwreen  spindles  at  top  and’ 
bottom. 

No.  9  Cast  iron  panels  with  two  Vz "  square  wrought  iron  bars 
between  panels.  Panels  and  spindles  set  in  1"  x 
channels  at  top  and  bottom. 

No.  10  Spindles  are  %"  square  wrought  iron  bars  3"  on  cen¬ 
ters  set  in  1"  x  y2"  channels  at  top  and  bottom. 
Spindles  are  also  clamped  together  by  two  channels 
back  to  back,  set  3"  from  top  and  bottom  members. 

No.  11  Cast  iron  panels  set  in  1"  x  y2"  channels  at  top  and 
bottom. 

No.  12  Spindles  are  •  %"  square  wrought  iron  bars  3"  on  cen¬ 
ters  set  in  1"  x  %"  channel  and  a  1"  x  flat  bar  at 
top  and  a  1"  x  V2"  channel  at  bottom.  Cast  iron  orna¬ 
ments  between  every  two  spindles  wrhich  extend 
through  top  flat  bar. 


31 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 


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STEEL  STAIRWAYS 

SECTIONS  THROUGH  STRINGERS  TYPES  OF  NEWELS 

AND  FACIAS 


A.  F.  WAGNER 
ARCHITECTURAL 
IRON  WORKS 


SPECIFICATIONS 

String  No.  1:  12"  x  TV'  plates  bent  into  10"  channels.  Stand¬ 

ard  moulding  on  face  string  as  shown  used  with  stair 
design  No.  1  and  No.  2. 

String  No.  2:  10"  channels  with  standard  moulding  on  face 
string  as  shown.  Used  with  stair  designs  Nos.  3  and  4. 


X 


BCTIi71 

Type 


M  A -A 
A 


□ 

5ecti<?n  XX 
TYpe  'B' 


5ccti  on  A'A 
Type  O* 


Type  A.  Type  'B' 


Type  O' 


String  No.  3:  Same  as  No.  1  with  moulding  omitted  on  face 
string.  Used  on  stair  designs  Nos.  5,  6,  9,  12  and  15. 
String  No.  4:  Same  as  No.  2,  with  moulding  omitted.  Used 
on  stair  designs  Nos.  7,  8,  11,  14  and  17. 

String  No.  5:  10"  x  ■&"  plate.  Used  with  stair  designs  Nos. 
10,  13  and  16. 


String  No.  6:  Same  as  No.  5  with  standard  moulding  on  face 
string.  Spindle  rail  or  pipe  rail  can  he  used  with  this 
stringer. 

Facia  No.  1:  12"  x  plate  bent  into  10"  channel  with  stand¬ 

ard  moulding  as  shown.  Top  of  facia  usually  placed  two 
or  three  inches  above  finished  floor. 


SPECIFICATIONS 


Facia  No.  2:  tV"  plate  bent  into  channel  with  standard  mould¬ 
ing  as  shown.  Designed  to  cover  entire  beam  and  also 
act  as  stop  for  plaster. 

Facia  No.  3:  Bent  from  No.  12  gauge  steel  as  shown.  This 
construction  provides  curb  at  edge  of  floor  and  leaves  no 
unsightly  crack  at  junction  of  plaster  and  facia  on  face 
of  beam.  Plaster  will  not  pull  away  from  facia. 

Facia  No.  4:  3"  x  3"  x  %"  angle  anchored  to  floor.  Prevents 
corner  chipping  and  provides  base  to  fasten  level  rail. 

Facias  are  all  shown  applied  to  concrete  beams,  but  any  of  the 
above  designs  can  be  used  on  a  wood  constructed  floor. 


A:  3"  square  tubing  with  cast  iron  top  and  drop. 

B:  No.  12  gauge  '*  1  s  .  with  cast  iron  top  and  drop.  We 
make  this  newel  in  any  size  from  3"  square  to  8"  square, 
inclusive. 

C:  4"  square  cast  iron  with  panel  design  on  four  sides. 

D:  4"square  cast  iron  with  beveled  corners. 

E:  4"  square  cast  iron,  suitable  for  Schools,  Churches,  etc. 

F:  4"  square  cast  iron  with  rounded  corners,  suitable  for 
Schools  where  sharp  corners  are  undesirable. 


32 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

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STEEL  STAIRWAYS 


Types  of  Treads  for  Cement,  Composition  or  Marble  Fills 


Type  “A” 
Plain  Riser. 


Type  “G” 

Plain  Steel 
Riser. 

Marble  Tread. 
Steel  Sub-treads 


)INGTf?EAD 


Type  “B” 
Plain  Riser 
with  Sanitary 
Cove. 


Type  “H” 
Marble  Riser 
and  Tread  with 
Steel  Sub-tread. 
For  use  with 
Marble 
Stringers. 


-IDLNG  TREAD 


Type  “C” 
Paneled  Riser. 


Type  “D” 
Paneled  Riser 
with  Sanitary 
Cove. 


DiAio  Tread 


Type  “E” 
Paneled  Steel 
Riser. 

Marble  Tread. 
Steel  Sub-tread. 


Diamond  Plate  Tread  and  Riser 


Short  Open 
Riser  Type 


TheadS  Riser > 


<7* 

*Li 


andlmoTHe  AD 


TT 


1 1 1 1 1 II II 1 1 1 1 1 1 II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ! 1 1 1 1 1 1 1 1 


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A.  F.  WAGNER  ARCHI¬ 
TECTURAL  IRON  WORKS 


r 


•Start  Riser 


1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1  ■  1 1 1 1 1 1 1 1 1 1 1 1 


Full  Closed 
Riser  Type 


Side  and  Perspective  Views  of  Stairs  Sections 


33 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 !  1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 !  I  ■  1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14 1 1 1 1 1 1 1 1 1 1 1 1 1 H 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H 1 1 1 1 1 1 1 1 1  ^ 


SAFETY  TREAD 

IN  STOCK 

COMPOSED  OF  A  BASE  OF  ROLLED,  UNPERFORATED  STEEL,  WITH  DOVE-TAILED  GROOVES 

FILLED  WITH  LEAD  OR  CARBORUNDUM 


Fig.  1.  Cross  Section,  Steel,  7  Ribs,  6  Inches  Wide. 


Fig.  3.  Cross  Section,  Steel,  5  Ribs,  4  Inches  Wide. 


Fig.  3A.  Cross  Section,  Steel,  \  Ribs,  3%  Inches  Wide. 


Fig.  5.  Cross  Section,  Steel,  3  Ribs, 
Inches  Wide.  Straight  Backj 
Especially  Made  for  Gran¬ 
olithic  Work. 


Fig.  6.  Cross  Section,  Steel,  3  Ribs, 
2%  Inches  Wide. 


Steel  Base,  Lead  and  Carborun¬ 
dum  Filled  Treads 

In  the  Safety  Tread,  which  has  been  in  use 
in  this  country  for  upwards  of  20  years,  the 
anti-slip  Lead  or  composition  is  dove-tailed 
into  the  Steel  Base  in  such  a  way  that  it  can 
not  mushroom  or  spread,  and  at  all  times  of¬ 
fers  an  anti-slip  surface  to  the  foot.  This 
type  of  tread  is  universally  used  in  the  best 
buildings  and  depots,  over  5,000,000  square 
feet  having  been  laid  in  this  country  alone. 


In  over  $400,000  worth  of  accident  claims, 
due  to  falls  on  stairways,  coming  before  the 
courts  in  damage  suits,  the  decision  has  been 
invariably  in  favor  of  the  defendants  where 
Safety  Treads  were  in  use.  This  simply  means 
that  in  the  eyes  of  the  judges  and  juries  of 
this  country  owners  have  adopted  the  best 
possible  means  of  safeguarding  the  public 
when  they  have  installed  Safety  Treads.  This 
absolute  protection  is  appreciated  by  discrim¬ 
inating  owners,  architects  and  builders. 


« .  Anchor- 


/*  Weariws  Surface 


OAFETY  7read  W/th //asm 


Concrete 
/Part Portland  Cement 
Torfcdo  jano 


Cut  Present  Dread  Down  As  Shown 


7 Pitch 


& 


•  °  New  Cancnrt:- 

O  '  0  •  , 

,o'..  -,b_  h2-4  Mixture 


Anchors  Are  Placed  At  //*  Centers 
Lengthwise  Or  Treads  And  Are 
Furnished  With  Treads 


Mcthoo  OrPcPAms  Norn Concrete  Os 
Stone  Stairways  And  Door  Dills 


Treads  of  almost  any  desired  width  may 
be  made  from  our  standard  widths  shown 
above.  With  the  3x/4-inch  nosing,  other  flat 
pieces  may  be  used  to  obtain  the  desired  width 
All  treads  cut  to  length  according  to  specifi¬ 
cation,  punched  and  countersunk  for  screws. 


It  is  not  necessary  to  have  the  tread  the  full 
width  of  the  step.  Six  inches  shorter  will  do 
as  well.  When  rebated  into  the  step,  a  3  or 
3% -inch  strip  is  all  that  is  required. 


The  average  weight  per  square  foot  of  steel 
base  treads  is  TVz  pounds  for  carborundum 
filled  and  11 M  pounds  for  lead  filled. 


34 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 


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1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1  ii  1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1  ii  1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1  ii  1 1 1 1 1 1 1 1 1 1 1 1 1 1  ui  1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1  ii  1 1 1 1 1 1 1 1 1 1 1 1 1  ii  1 1 1 1 1 1 1 1 1 1 1 1 1 1  ii  i  ii  i  ii  1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1  ii 


STEEL  JOIST  HANGERS 


SPECIAL  FEATURES  AND  DETAILS  OF  JOIST  HANGERS 


Steel  Joist  Hangers  are  the  strongest  made,  most  economi¬ 
cal,  neatest  in  appearance  and  easiest  applied. 

All  Hangers  are  forged  from  rolled  steel,  having  a  guar¬ 
anteed  ultimate  tensile  strength  of  56,000  pounds  per  square 
inch  and  each  Hanger  will  carry  six  times  more  than  the 
load  ordinarily  applied  in  actual  use. 

Hangers  carry  the  hooks  over  the  top  of  the  header  and 
are  held  in  place  hy  two  heavy  nails.  The  flanges  fitting 
on  the  side  of  the  header  extend  the  entire  depth  of  the 
Hanger  and  are  also  spiked  to  the  header,  which  holds  the 


Hanger  solidly  in  place.  The  Hanger  flanges  are  so  shaped 
and  grooved  that  the  nail  head  goes  in  flush.  The  flanges 
are  stiffened  at  the  top  where  angle  is  formed  and  where 
strength  is  required. 

The  use  of  these  Hangers  require  only  that  the  joist  be 
squared  off — no  framing  necessary. 

All  Hangers  are  provided  with  a  spiking  hole  in  the 
seat  of  the  Hanger  which  permits  firmly  anchoring  the  joist 
and  which  also  allows  the  joist  to  drop  out  of  the  Hanger 
in  case  of  fire  without  damage  to  headers  or  wall. 


DETAILED  INFORMATION  ON  MAKEUP  OF  HANGERS 

SIZES  OF  STEEL  USED 

Hangers  2  and  3  inches  wide,  made  of  14-inch  hanger  bar.  Hangers  8  inches  wide,  made  of  314  x  2  x  14 -inch  angle. 

“  4  “  5  “  “  “  “  A  “  “  “  “  10  “  “  “  “  3y2x2x-A  “ 

“  6  inches  wide,  made  of  14 -inch  hanger  bar.  “  12  “  “  “  “  3%x2x%  “  “ 

LENGTH  OF  HOOKS 


For 

Hangers 

2 

inches  wide, 

hooks 

are  2 

inches 

long. 

For 

Hangers 

6 

inches 

wide, 

hooks 

are 

314 

inches 

long. 

ii 

ii 

3 

ii  a 

ii 

“  3 

ii 

it 

ii 

ii 

8 

ii 

ii 

ii 

a 

414 

ii 

ii 

ii 

ii 

4 

a  a 

ii 

“  314 

ii 

ii 

ii 

ii 

10 

ii 

a 

ii 

a 

4y2 

ii 

ii 

a 

a 

5 

a  a 

a 

“  3y2 

ii 

ii 

ii 

a 

12 

ii 

a 

ii 

a 

414 

ii 

ii 

WIDTH  OF  HOOKS 

For  Hangers  up  to  6  inches  wide  the  hooks  are  1 14-in.  wide. 
“  “  over  6  “  “  “  “  “  2 

BEARING  FOR  TIMBERS 

For  Hangers  up  to  6  inches  wide  the  bearing  is  3  -in.  deep. 
“  “  over  6  “  “  “  “  “  3y2  “  “ 

Write  Us  for  Price  List. 


35 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

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STEEL  POST  CAPS 


Three-Way  Poet  Cap 


Four-Wap  Poet  Cap 


Our  three  and  four  way  Steel  Post  Caps  are  made  to  fit 
every  size  and  all  variations  in  the  width  and  depths  in  the 
girders  and  beams. 

Brackets  for  three  and  four  way  beams  provide  no  less 
than  6-inc-h  bearing  for  beams  and  are  attached  with  %-inch 
rivets  to  main  channel  as  shown. 

All  Steel  Post  Caps  are  right  in  design,  dimensions  and 
construction.  They  fit  the  post  and  girders  perfectly,  and 


are  especially  adapted  to  conditions  requiring  great  strength 
without  sacrificing  appearance. 

These  caps  provide  no  less  than  6-inch  bearing  or  over¬ 
hang,  at  each  end  for  girders.  Upper  channel  is  made  of 
ik-inch  steel  6  inches  deep.  Channel  is  mounted  on  continuous 
ring  socket  formed  from  2%  x  2%  x  ^-inch  angle. 

Rivets  are  %-inch.  All  necessary  bolt  included. 


STEEL  POST  BASE 


Post  Base 


Steel  Post  Base,  as  illustrated,  offers  a  more  desirable 
style  of  base  plate  of  evident  advantages,  as  will  be  noted 
by  observing  the  sizes  of  angles  and  plate  used  in  its  fabri¬ 
cation.  These  bases  are  carried  in  stock  in  sizes  listed  on 
next  page. 


BRICK  WALL  HANGER 


Wall  Hangers  are  a  combination  of  standard  Hangers 
and  specially  made  plates.  The  plate  which  extends  into 
the  wall  is  connected  to  the  Hanger  by  four  rivets,  one  in  each 
side  flange  and  one  in  each  hook.  This  gives  the  assembled 
Hanger  great  rigidity. 

This  Hanger  carries  on  the  wall  without  breaking  mortar 
joints. 

For  supporting  beams  up  to  8  inches  in  width  the  plate 


is  4  inches  deep  on  the  wall;  for  beams  over  8  inches  in 
width  the  plate  is  8  inches  deep  on  the  wall.  These  ample 
wall  bearings  eliminate  the  possibility  of  crushing  the  edges 
of  masonry. 

The  turn-up  at  the  back  of  the  plate  firmly  anchors  the 
Hanger  in  the  wall.  The  timbers  are  self-releasing  in  case 
of  fire.  Insurance  rates  are  reduced  by  the  use  of  Wall 
Hangers. 


36 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 


1  11  1  . . . . ,, 


ASSURED  CAPACITIES  OF  HANGERS 

The  following  safe  loads  are  based  on  actual  tests  of  standard  Joist  Hangers,  and  are  loads 
which  the  Hangers  will  carry  with  a  liberal  margin  of  safety. 


Sizes. 

Safe  Load. 

2  x  6-inch 

Hangers 

6,000  lbs. 

2x8  “ 

ii 

6,750  “ 

2x10  “ 

i 

7,500  “ 

2  x  12  “ 

a 

8,000  “ 

2  x  14  “ 

a 

—  8,750  “ 

2  x  16  “ 

a 

_  9,500  “ 

2x18  “ 

a 

.10,000  “ 

3x6  “ 

a 

_  _  7,000  “ 

3x8  “ 

a 

8,000  “ 

3x10  “ 

u 

9,250  “ 

3x12  “ 

a 

_ 10,500  “ 

3  x  14  “ 

u 

_ 11,750  “ 

3  x  16  “ 

a 

_ 12,500  “ 

3x18  “ 

a 

_ 13,500  “ 

Sizes. 

Safe  Load. 

4  x  6-inch 

Hangers 

10,000  lbs. 

4x8  “ 

ii 

_ 11,250  “ 

4x10  “ 

a 

_  -12,500  “ 

4x12  “ 

a 

_ 13,750  “ 

4  x  14  “ 

a 

_ 14,500  “ 

4  x  16  “ 

a 

_ 15  600  “ 

4x18  “ 

a 

_  _17,500  “ 

6x6  “ 

a 

_ 12,000  “ 

6x8  “ 

ii 

_ 13,500  “ 

6x10  “ 

a 

_ 15,000  “ 

6  x  12  “ 

a 

_ 16,500  “ 

6  x  14  “ 

a 

_ 17,000  “ 

6  x  16  “ 

a 

_ 17,500  “ 

6  x  18  “ 

a 

_ 18,000  “ 

Sizes.  Safe  Load 


8  x  8-inch 

Hangers 

-  -16,250 

lbs 

8  x  10 

ii 

_ 17,500 

<< 

8  x  12 

ii 

ii 

18,500 

U 

8  x  14 

a 

a 

_ 19,700 

u 

8  x  16 

a 

a 

__  20,500 

a 

8x  18 

a 

( l 

_  21,750 

u 

10  x  10 

a 

a 

_  20,500 

u 

10  x  12 

a 

ii 

21,750 

u 

10  x  14 

a 

a 

23,000 

u 

10  x  16 

a 

a 

25,000 

u 

10  x  18 

a 

a 

_  30,000 

u 

12  x  12 

a 

u 

24,000 

(( 

12  x  14 

a 

u 

26,500 

u 

12  x  16 

u 

u 

29,250 

ii 

12  x  18 

a 

32,000 

ii 

14  x  14 

a 

u 

31,000 

a 

14  x  16 

a 

u 

32,500 

a 

14  x  18 

a 

u 

_  34,000 

a 

ASSURED  CAPACITIES  OF  POST  CAPS 


The  following  leads  are  based  on  tests  that  have  been  made  on  2-way  caps  and  under  which  loads 

the  caps  showed  no  apparent  effects  of  the  loading. 


Sizes. 

Safe  Load. 

Sizes. 

Safe  Load. 

6  x  6-inch 

Post  Cap 

_  50,000  lbs. 

14  x  14-inch 

Post  Cap 

_ 160,000  lbs. 

8x8  “ 

ii  ii 

_  80,000  “ 

16  x  16  “ 

a  a 

_ 164,000  “ 

10x10  “ 

ii  a 

_ 120,000  “ 

18x18  “ 

a  a 

_ 170,000  “ 

12x12  “ 

a  a 

_ 150,000  “ 

RELATIVE  CAPACITY  OF  MATERIAL 


The  schedule  of  capacities  of  Post  Caps  and  Joist  Hang¬ 
ers  given  above  offer  a  ready  reference  for  comparison  of 
capacities  with  the  ultimate  loads  for  the  respective  size 
timbers.  The  maximum  loads  for  timbers  are  available  in 


any  hand  book  and  the  fact  that  the  safe  loads  as  given  above 
for  material  are  entirely  dependable,  it  is  hoped  that  the 
above  table  will  be  of  actual  benefit  in  governing  you  in  the 
selection  of  this  class  of  material. 


37 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiilllliiiiiiiiiiiiiiiiiiiiilliimiiiiiiiiiiiiiiiiiiiiiiliiiiiiiiiiiiiiiiiiiiiiiifiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii  . . . .  ii  1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1  ii  1 1 1 1 1 1  m  i  ti  1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1  ii  1 1 1 1 1 1 1 1 1 1  n  t  m  1 1 1 1 1  n  1 1 1 1 1 1 1 1 1 1 1 1 1 1  . . . . . . . .  m  ii  1 1 1 1 1 1 1 1 1 1 1  m  1 1 1 1 1 


ALL  STEEL  COAL  CHUTE  AND  WINDOW 


This  Chute  has  four  outstanding  advan¬ 
tages — it  is  larger,  stronger,  cheaper  and 
more  convenient. 

It  is  made  entirely  from  steel,  with  a  large 
hopper  chute,  and  is  not  to  be  compared  with 
the  old-fashioned  cast-iron  door  generally  of¬ 
fered  at  this  price.  It  cannot  crack,  break, 
sag  or  rust ;  it  is  weather-tight,  burglar-proof 
and  adds  to  the  appearance  of  the  building. 
It  is  CHEAPER  TO  INSTALL  THAN  AN 
ORDINARY  CASEMENT  WINDOW. 

The  chute  is  unlocked  from  the  inside  by 
simply  pulling  a  cord  attached  to  the  catch 
and  leading  to  any  convenient  part  of  the 
basement.  The  front  then  automatically 
drops  forward  forming  a  perfect  hopper 
16x24  inches.  When  the  door  is  again  pushed 
back  into  place  it  is  automatically  locked  and 
cannot  be  opened  from  the  outside. 

In  designing  this  chute  particular  atten¬ 
tion  has  been  given  to  the  requirements  of 
the  builder.  The  dimensions  are  18!/2  by 
261t>  inches,  which  fit  perfectly  between 
either  bricks  or  standard  cement  blocks.  A 
heavy  steel  retaining  flange  has  been  pro¬ 
vided  across  top  and  down  both  sides  which 
is  buried  in  the  foundation  of  the  building 
and  affords  an  anchorage  which  any  amount 
of  abuse  cannot  loosen. 

This  chute  is  made  entirely  from  steel.  It 
is  extremely  strong  and  simple  in  construc¬ 
tion  and  is,  by  far,  the  LARGEST  and 
CHEAPEST  hopper  chute  on  the  market. 


Model  B 


This  model  is  made  with  an 
all  steel  front,  instead  of 
glass  panel.  When  open  it 
provides  a  hopper  chute 
16x24  inches  and  may  be 
opened  without  climbing  over 
the  coal  pile.  It  can  be  fur¬ 
nished  to  operate  from  the 
cellar  stairs.  Notice  parti¬ 
cularly  the  heavy  steel 
flanges  on  top  and  sides  for 
anchoring  in  the  foundation. 
This  chute  is  cheaper  to  in¬ 
stall  than  a  casement  win¬ 
dow. 


Stock  Sizes 


Open 


Model  B 

16"and  24"  Chutes  measure 
18"  and  2614"  outside  of 
flanges,  and  are  carried  in 
stock  for  both  8"  and  12" 
walls. 


Model  A 

Model  A 

This  Chute  is  unlocked  by 
simply  pulling  a  cord,  which 
may  be  run  to  any  part  of 
the  basement  or  kitchen.  The 
front  automatically  drops 
forward,  forming  a  perfect 
hopper  chute.  When  closed 
from  the  front  it  automatic¬ 
ally  locks,  and  then  serves 
as  a  weather-tight,  burglar- 
proof  basement  window, 
flooding  the  coal  room  with 
daylight. 


38 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

iiiiiiniiiiiiniiiiMiHHiHiiiiuniiiiiniiiiiMiiMniiiiininiiiiiiHiiiniMiiniuniiniiMnMiiiiiiiiiiiiniiiiniiiiMniMiniiMHiiiiiiiiHiiiiiiniiiinMiiiiiiiHiMiiiiMiiHiMiiiHiMiiiiMiHiiiHniiiiiiiiiiiniMiiiiiiiiiiiiiiiinMiiMiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiMiiiiMiiHiiiiiiiiiiiiiiiiiiHiiiiiMiiiimiiii 


FIRE  ESCAPES 


Ed.  Schuster  &  Co.  Building  Brust  &  Philipp 

Milwaukee  Architects 


We  have  furnished  fire  escape  construction  for  buildings  of  all  kinds  in  all  parts  of  United 
States,  and  make  a  specialty  of  this  particular  class  of  iron  work.  The  above  illustration  is  part 
of  a  recent  construction  we  furnished. 

Our  fire  escapes  are  fabricated  in  accordance  with  the  rules  and  regulations  of  the  city  and 
state  building  codes,  and  subject  to  their  approval. 

Plans  are  prepared  in  advance  and  submitted  to  the  inspector  before  starting  work. 


39 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

. 1 1 1 1 1 1 1 II I II I II 1 1 1 1  <  1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 !  1 1 1 1 1 1 . II 1 1 1 1 1 1 1 . 1 1 1 1 1 . 1 1 1 1 1 1 1  >  II 1 1 1  ■  1 1 1 1 1 1 1 1 1 1 1 1 1 1 . . . 1 1  III  1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1  III  1 1 1 M 1 1 1 1 1 1 1 1 1 1 1 . 1 1 1 1 1 1 1 1 !  1 1 1 1 1 1 1 1 1 1 1 1 1 1 M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II 1 1 1 1 1 1 1 M 1 1 1 1 1 1 II 1 1 1 1 1 II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 M 1 1 II 1 1 1 1 1 1 1 1 1 1 1 II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 


JAIL  AND  CELL  WORK 


SHI 


Another  of  our  specialties  is  the  construction  of  jail  and  cell  work,  having  fabricated  and 
installed  some  of  the  largest  jail  and  cell  constructions  in  United  States. 

Most  recently  we  supplied  all  of  the  cell  work  for  the  Milwaukee  County  House  of  Correc¬ 
tion,  consisting  of  thirteen  buildings,  and  of  which  the  above  photographic  reproduction  is  a 
part  illustration  of  this  big  contract.  Also,  the  cell  work  for  the  Federal  Penitentiary,  Atlanta, 
Georgia  was  constructed  by  us. 


Among  more  recent  contracts  of  Jail  and  Cell  Work 
are  the  Milwaukee  County  Jail;  Superior,  Wisconsin, 
Jail;  Green  Bay,  Wisconsin,  Reformatory;  and  Cell 
Work  in  the  Auditorium  at  Ripon,  Wisconsin. 


40 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllHllllllilllillllllllllllllllllllllllllllllllllMIIIIIIIH 


FLAG  POLES 

We  specialize  in  the  construction  of 
Flag  Poles,  and  furnish  all  heights  re¬ 
quired.  Our  flag  poles  are  superior, 
and  will  withstand  strong  winds  and 
endurance  because  of  the  materials 
used  and  our  method  of  construction. 

Our  standard  steel  Flag  Poles  are 
made  of  steel  pipe  in  sections  with  tel¬ 
escoped  joints;  and  are  arranged  for 
use  on  the  top  of  buildings  or  erected 
in  a  concrete  base  in  the  ground. 

Poles  are  mounted  with  lignum 
vitae  truck  and  sheave,  gold  leaf  ball, 
halyards  and  line  cleat,  ready  to  re¬ 
ceive  the  flag. 

We  also  provide  the  necessary  re¬ 
inforcing  spiral  for  concrete  base. 


Standard  Sizes 


25-0  high 

30-0  “  . 

40-0  “  . 

45-0  “  . 

50-0  “  _ 

55-0  “  . 

60-0  “  . 

65-0  “  . 

70-0  “  _ 

75-0  “  . 

80-0  “  . 

85-0  “  . 

90-0  “  . 

95-0  “  . 

100-0  “  . 


4 

4 

4 

5 
5 
5 

5 

6 
6 
6 
7 
7 
7 


.3  Sections 


u 

u 

u 

66 

66 

66 

66 

66 

66 

66 

66 

66 

66 

66 


Some  Recent  Installations 

St.  John’s  Military  Academy,  Delafield, 
Wisconsin. 

Mitchell  Park,  Milwaukee. 

South  Shore  Park,  Milwaukee. 

Juneau  Park,  Milwaukee. 

Court  of  Honor,  Milwaukee. 

Shorewood  School,  Shorewood,  Wis. 

Many  of  Milwaukee  Schools. 

Government  Vocational  School,  Belleview, 
Nebraska. 

Northwestern  Mutual  Life  Ins.  Bldg.,  Mil¬ 
waukee. 


41 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

. inn  1  mi  i  inn  mi  mi  i  imt  m  ii  i  ni  i  in  mini  1 1  imm  mu  n  i  n  i  iiiiiiiini  mi  nun  i  n  in  i  iiiiiiim  i  min  mm  iiiiiiim  iiimnti  iiiiiiiiiiimi  m  linn  imm  mini  mi  mniiiimii  1111111111111111111111:1111 1  m  linn  iiiimn  i  iimiiiiiiimiiiii  iiimiiimii  mu 

PRICE  LIST 

CAST  IRON  WHEEL  GUARDS 

Provided  With  Anchors  or  Bolts  for  Fastening 


WEIGHT  150  LB 5.  PRICE1$)7-9Q 

All  prices  are  F.  O.  I>.  our  factory,  and  are  subject  to  change  without  notice.  Note:  All  weights  are  approximate. 


42 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

. mi  mi  i  ii  mi  iiiiiin  i  linn  111 111  it  i  mi  1 1 1  n  m.n  i  tn  i  ii  1 1  in  i  ii  nini  i  in  huh mm 


PRICE  LIST  FLUSH  STEEL  SIDEWALK  DOORS 


Prices  Include  Chains,  Slide  Bolts,  Anchors  and  Stay  Rod  for  Holding 

Doors  in  Open  Position 


SIZE 

IN  SI 

DE 

FRAME 

STYLE 

PRICE 

2 

6" 

6" 

SINGLE 

#31 

3  6 

2 

6" 

3> 

o" 

II 

34 

72 

2 

£ 

3' 

ii 

40 

3  1 

3 

O" 

3' 

o'' 

ii 

41 

67 

3 

o" 

3' 

H 

48 

60 

3 

o" 

4' 

O" 

ii 

S3 

3  (o 

3 

6" 

3 

3 

ii 

3  <o 

7  1 

SIZE  1NSI 

DE 

FRAME 

STYLE 

PRIC 

,E 

3' 

6" 

4' 

O" 

DOUBLE 

$64 

80 

3' 

6 " 

4' 

6" 

72 

qo 

4! 

O'1 

4' 

O" 

il 

74 

06 

4' 

O" 

4' 

3" 

78 

6 

4* 

O" 

4' 

6" 

II 

83 

32 

4' 

0“ 

4' 

T 

ii 

a<b 

4  1 

4' 

0'' 

3' 

0" 

II 

°\2 

56 

4' 

6" 

3' 

O" 

II 

1 04 

)  6 

4' 

6“ 

5’ 

6" 

II 

1  1  6 

do 

5' 

0" 

5’ 

O" 

II 

!  1  7 

q  6 

5' 

0" 

3' 

6” 

l< 

127 

2q 

5' 

O" 

<0 

O" 

l| 

1  38 

83 

3' 

6" 

5' 

6" 

II 

14  0 

00 

5' 

<0 

6' 

O" 

II 

1  52 

75 

3' 

6“ 

6' 

6/ 

il 

165 

47 

6' 

O" 

61 

O" 

|l 

1 6  (0 

62 

<0 

O" 

6' 

6" 

II 

1  80 

5  3 

6' 

O" 

i 

O" 

II 

144 

4  1 

<0 

6” 

(0 

6" 

H 

M5 

5  5 

6‘ 

6“ 

7 

0- 

•I 

2oq 

1  0 

r 

O" 

7 

O" 

II 

226 

&  1 

All  prices  are  F.  O.  B.  our  factory  and  are  subject  to 
change  without  notice. 


43 


A.  F. 

iiiiiiiiiiiiiiiiiiniiii  iiiiiini 


WAGNER  ARCHITECTURAL  IRON  WORK 


llllllllllllllll  III 


. . iiiiimiiimiim  mimimiimiimmmiimiimiiiiimiimimi . . . iimmmmmm 


S,  MILWAUKEE 

iiiiiiiiiiiiiiiiiiiiiiiiimiiiiiiimiimiiiiiimimmmmiiimiiiimiiim 


PRICE  LIST,  STEEL  THRESHOLDS 

WIDTH  OF  POOR 


A  F -WAGHCR  ARCHITECTURAL.  IROH  WORKS 


WIDTH 

PRICE 

5-4" 

3  .(o  1 

5~b" 

3. 13 

5-8' 

3,84- 

5-'/  6\ 

3  $5 

(a- o' 

4.0  (o 

(thZ~ 

4.17 

(o~4-~ 

424 

Io-(du 

4.4-0 

lo-S 

4.5 1 

(o-J  o 

4-loZ 

7-°" 

4.13 

1'Z 

4.85 

7-4" 

4.41, 

7-8 

5.07 

7-6" 

5.18 

7-\o" 

5.24 

8-0 - 

5.4! 

WIDTH 

PRICE 

2-  (o' 

i  no 

z-s 

1  .82 

2-1  or 

1  .43 

3  -  O 

2.04 

3-2" 

Z.Uo 

3-4" 

2.27 

3-13 

2.3  8 

3-  8 

2.50 

3- 10" 

Ztol 

4  -or 

2.7 2 

4-2 

2.83 

4  4" 

2.44 

4-  (o' 

3.05 

4-8 

3.17 

4 -  /o" 

328 

5-  O' 

3.34 

S-Z" 

3.50 

All  prices  are  F.  0.  B.  our  factory,  and  are  subject  to  change  without  notice. 


44 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

. . . . . . miiiiiimiimiiiiiimimiiiim 


PRICE  LIST,  AREA  GRATES 


if  PS 

Price  Per  Square  Foot  =  Z.^- 

OREN  \  NGr  TO  BE  FIGURED  THE  SAME 
AS  ^SQUARE  ORENIHG 


All  prices  are  F.  0.  B.  our  factory,  and  subject  to  change  without  notice. 


45 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

. . . . limn . . . mill . iitinit . . . . .  . . . . intnii  . . .  iMiniiiiiimiiiiirt  . . .  iiitniin . . 


PRICE  LIST,  STANDARD  CAST  IRON  COAL  HOLE 

RINGS  AND  COVERS 


Prices  Include  Anchors  on  Ring  and  Ring  on  Under  Side  of  Cover  for  Locking  Purpose 


5TAHPARP  CAST  I  ROM  R I  TT  G*  A  rs  X>  COVER  -  CHEC  KERED  TOP 


DIAMETER 
OF  COVER 

WEIGjHT 
or  cover 

WEIGHT 
OF  r?i  HQ 

PRICE! 

COMPLETE 

18" 

31*  IBS. 

2  9 -Ids 

$  8 

O  to 

ZO" 

3? 

34 

9 

00 

24" 

78 

to  O 

1  8 

54 

30" 

\%io 

95 

29 

68 

.fv/acmer  architectural  \Roih  work6 


STANDARD  CAST  CROM  RING  AND  COVER 
WITH'8-  GLASSES 


DlAnETER 
OF  COVER 

WEIGHT 

OFCOVE.R 

WEIGHT 

or  ring 

price 

comipletf 

18“ 

2  9' Lbs 

2  9*Lbs 

$8 

56 

20" 

31  " 

3  4  •• 

to 

O 

CO 

i _ 

STANDARD  CAST  VteON  RUSQ  AMD  CEMENT 
COVERW1TH  35  GLASSES- 


DIAMETER 

OFCOVER 

WEIGHT 
OF  COVER 

weight 
ofri  rxq 

Price: 

complete 

24" 

7  8-Lbs 

6  O  -Lbs- 

*22 

oo 

All  prices  are  F.  0.  B.  our  factory,  and  are  subject  to  change  without  notice. 

Note:  All  weights  are  approximate. 


46 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiitiiiiiiiiiiiiiiiiiiiiiiii  iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiMiiimiiiiiiiiiiiiiiiiiiimiiiiiiimiiiiiiiiiiiiiiimimiiiiiiiiimiiifiiiimi 


PRICE  LIST 

CAST  IRON  CLEAN  OUT  DOORS  AND  FRAMES 
FLUE  DOORS  AND  ASH  PIT  DOORS 


* 


A^wA^Mef? 

ARCHiTeCTU.^AU 
1=7  V/Of?K5 


MILWAUKEE. 


Jt 


WIDTH 

HEIGHT 

WEIGHT 

PRICE 

8" 

S" 

7iLOS. 

$  \ 

Ao 

8' 

1  ©" 

\  o 

\ 

so 

<L 


A.F  WAQMCR 

ARC  NT,  IRONWORKS 
MILWAUKEE 


Ha 


WIDTH 

HEIGHT 

WEIGHT 

PRICE 

t  C 

53* 

P7W 

WIDTH 

HEIGHT 

WEIGHT 

PRICE 

12" 

lo" 

\2^LB5 

*z 

O  O 

14” 

\Z" 

l  © 

Z 

65 

l  6" 

12" 

zz 

3 

35 

WIDTH 

HEIGHT 

weight 

PRICE 

12" 

16" 

3  5  LBS. 

O 

LO 

Width 

1  6" 

HEIGHT 

zo" 

WEIGHT 

60L&S. 

PRICE 

$9  o  o 

W|  DTH 

20" 

height 

2  6" 

WEIGHT 

91  lbs 

PRICE. 

$1  3  45 

STEEL 

FLOE  DOORS  amo  FRAMES 

MADE.  OF  STEEL  PLATE.  AMD  AMCJLE  IRori  . 

WIDTH 

height 

WEIGHT 

PRICt. 

12" 

16*' 

27-Lbs 

$\o 

53 

14" 

18" 

33-  •• 

1  1 

2o 

IS" 

24 

(oO-  " 

14 

95 

All  prices  are  F.  O.  B.  our  factory,  and  are  subject  to  change  without  notice. 

47 


Note:  All  weights  are  approximate. 


A.  F.  WAGNER  ARCHITECTURAL  IRON  WORKS,  MILWAUKEE 

llllllt!l!lll!lllllllllll|||||||||||||||||||||||||||||!lll|||||||||||||||||||||||||||||MIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII|i|||lll!lltlllllllllllllllllllllllllllllllllM 


INDEX 


Area  Grate _ 45 

Ash  Pit  Doors _ 47 

Brick  Wall  Hangers _ 38 

Hanger  Capacities _ 37 

Post  Cap  Capacities _ 37 

Relative  Capacities _ 37 

Casements _ 25-26 

Cast  Iron 

Wheel  Guards _ 42 

Coal  Hole,  Ring  and  Cover _ 46 

Clean-Out  Door _ 47 

Flue  Door _ 47 

Ash  Pit  Door  _ 47 

Cell  Work _ 40 

Clean-Out  Doors _ 47 

Coal  Chutes  and  Windows _ 38 

Coal  Holes,  Rings  and  Covers _ 46 

Counterbalanced  Doors _ 16 

Crittall  Windows  and  Casements _ 23-24-25-26 

Cross  Horizontal  Folding  Doors _ 15 

Doors : 

Ash  Pit  Doors _  47 

Center  Parting  Doors _ 19 

Clean-Out  Doors  _  47 

Counterbalanced  Doors _  16 

Cross  Horizontal  Folding  Doors _ 15 

Elevator  Doors,  Freight _ 12-13-14-15 

Elevator  Doors,  Passenger _ 3-4 

Elevator  Door  Hangers,  Closer,  Safety 

Interlock,  etc. _ 19-20-21-22 

Fire  Doors _ 1_8-16-17 

Folding  Doors,  Cross  Horizontal _ 15 

Flue  Doors _ 47 

Hollow  Metal  and  Kalomine  Doors _  5 

Holl-O-Metal  Doors  _ 5-6 

Kal-O-Mine  Doors _ 5-6 

Passenger  Elevator  Doors _ 3-4 

Rolling  Fire  Doors _  8 

Rolling  Steel  Doors _ 9-10-11 

Saino  Fire  Doors _ 16 

Side-Walk  Doors,  Flush  Steel _ 43 

Sliding  and  Swinging  Doors,  Type  V-U__  3 

Swinging  and  Sliding  Doors,  Type  V-U__  3 

Tin-clad  Doors  _ 17-18 

Tin-clad  Hardware _ 18 

Vamanco  Doors,  details _ 12-13 

Varclad  Doors _ 12 

Vamanco  and  Varclad  Doors _ 12 

Door  Equipment,  Hanger,  Locks,  Tracks, 

etc. _ 19-20-21-22 

Door  Closers  and  Checks _ 15 

Elevator  Doors  _ 3-4-19-20-21-22 

Elevator  Door  Hangers,  Equip.,  etc.__19-20-21-22 

Elevator  Door  Closers  and  Checks _ 20 

Fire  Doors  and  Shutters _ 16 

Fire  Escapes  _ 39 


Flag  Poles _ 41 

Flue  Doors  _ _ 47 

Folding  Doors _ 15 

Freight  Elevator  Doors _ 12-13-14-15 

Freight  Elevator  Door  Specifications _ 15 

Hangers,  Brick  Wall _ _ _ 36 

Hangers,  Elevator  Doors _ 19-20-21-22 

Hardware,  Tin-clad  Doors _ 18 

Interlocks  _ 20 

Jail  and  Cell  Work _ 40 

Jambs,  Details  _  7 

Joist  Hangers _ 35 

Passenger  Elevator  Doors _ 3-4 

Post  Base _ 36 

Post  Caps _ 36 

Price  Lists _ 42-43-44-45-46-47 

Rolling  Fire  Doors _  8 

Rolling  Steel  Doors _ 9-10-11 

Saino  Fire  Doors  and  Shutters _ 16 

Sidewalk  Doors _ 43 

Sliding  and  Swinging  Doors,  Passenger  Ele¬ 
vators  _  3 

Stairways  _ 27-28-29-30-31-32-33 

Steel  Joist  Hangers _ 35 

Steel  Post  Base _ 35 

Steel  Post  Caps _ 36 

Steel  Stairways _ 27-28-29-30-31-32-33 

Steel  Threshold _ 44 

Safety  Tread  _ 34 

Steel  Sidewalk  Doors _ 43 

Thresholds  _ 44 

Tin-clad  Fire  Doors _  8 

Tin-clad  Hardware _  18 

Treads _ 34 

Varclad  Doors _ 12 

Vamanco  Doors,  Details _ 12-13 

Vamanco  and  Varclad  Doors _ 12 

Wagner  Ball  Bearing  Elevator  Door 

Hangers  _ <. _ 19-20-21-22 

Hangers  for  Single  Doors _ 19 

Hangers  for  2-S  Doors _ 19 

Center  Parting  Doors _ 19 

Wagner  Closetite  Door  Hanger _ 21 

Wagner  Door  Hanger  and  Track _ 22 

Wagner  Elevator  Door  Closer  and  Check _ 20 

Wagner  Electric  Safety  Interlocks _ 19 

Wagner  Parallel  Door  Equipment _ 21 

Wheel  Guards _ 42 

Windows  and  Casements _ 23-24-25-26 

Casement  Windows _ 23-24 

Reversible  Windows  _ 25-26 

Casements _ 25-26 

Cottage  Casements _ 25-26 


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